TENDER DOCUMENT CONST-HQ-ENGG/SOUTHERN RLY · traverse, Heavy duty, Medium duty epoxy flooring , Building for store room , Transit shed and light tubular covered shed, Rail connectivity

CE/CN/MS acting for and on behalf of The President of India invites E-Tenders against Tender No 53-CE-CN-MS-18-PBW-392-II Closing Date/Time 14/03/2018 15:00 Hrs. Bidders will be able to submit their original/revisedbids upto closing date and time only. Manual offers are not allowed against this tender, and any such manualoffer received shall be ignored.

Contractors are allowed to make payments against this tender towards tender document cost and earnest moneyonly through only payment modes available ON IREPS portal LIKE net banking, debit card, credit card etc.Manual payments through Demand draft, Banker cheque, Deposit receipts, FDR etc. are not allowed.

1. NIT HEADER

Contract Type Works

Name of Work

Perambur (Coach work shop)shed for periodical overhauling of LHB coaches consists ofcovered shed for outgoing bay and air brake section, service building, extension of surfacetraverse, Heavy duty, Medium duty epoxy flooring , Building for store room , Transit shed andlight tubular covered shed, Rail connectivity W&T pit traverse to saw mill, Replacement ofW&T traverse with CC flooring, First aid post , Locker room , sand blast shed and approachroad and all its allied works.(Two packet system)

Tender Type Open Bidding System Two Packet System

Tender Closing Date Time 14/03/2018 15:00 Date Time Of Uploading Tender 08/02/2018 17:29

Pre-Bid Required No Pre-Bid Query Date Time Not Applicable

Advertised Value 289239568.21 Tendering Section TENDER

Bidding Style Single Rate for Each Schedule Bidding Unit

Earnest Money (Rs.) 1596200.00 Validity of Offer ( Days) 60

Tender Doc. Cost (Rs.) 10000.00 Period of Completion 18 Months

Bidding Start Date 28/02/2018Are Joint Venture (JV) firmsallowed TO bid

Yes

2. SCHEDULE

S.No. ItemCode

Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit

Schedule A-Items of works that are covered by USSOR 2011 as applicable to CHENNAIDivision.

80896870.56Above/

Below/Par

1Please see Item Breakup for details. 54293201.72 49.00 80896870.56

Item Description:- Items of works that are covered by USSOR 2011 as applicable to CHENNAI Division.

S.No. ItemCode


Schedule B-Items of works that are NOT covered by USSOR 2011 as applicable toCHENNAI Division.

135782224.65Above/

Below/Par


Item Description:- Items of works that are NOT covered by USSOR 2011 as applicable to CHENNAI Division.

S.No. ItemCode


Schedule C-Items of works that are covered by USSOR 2011 as applicable to CHENNAIDivision.

38874784.00Above/

Below/Par


Item Description:- Items of works that are covered by USSOR 2011 as applicable to CHENNAI Division.

S.No. ItemCode


Schedule D-Items of works that are covered by USSOR 2011 as applicable to CHENNAIDivision.

33685689.00Above/

Below/Par


Page 1 of 33 Run Date Time: 22/02/2018 11:58:55

CONST-HQ-ENGG/SOUTHERN RLYTENDER DOCUMENT

Tender No: 53-CE-CN-MS-18-PBW-392-II Closing Date/Time: 14/03/2018 15:00

4Item Description:- Items of works that are covered by USSOR 2011 as applicable to CHENNAI Division.

3. ITEM BREAKUP

Schedule Schedule A-Items of works that are covered by USSOR 2011 as applicable to CHENNAI Division.

Item- 1 Items of works that are covered by USSOR 2011 as applicable to CHENNAI Division.

S No. Item No Description of Item Unit Qty Rate Amount

Earth work in excavation as per approved drawingsand dumping at embankment site or spoil heap, withinrailway land, including 50m lead and 1.5m lift, the leadto be measured from the centre of gravity ofexcavation to centre of gravity of spoil heap: the lift tobe measured from natural ground level and paid for inlayers of 1.5m each, including incidental work, as perspecifications-in

1 011011 All kinds of soils cum 8850.00 103.32 914382.00

2 011070 Extra for every additional lift of 1.5m or part thereof,after the initial 1.5m, for earth work in all soils

cum 1240.00 9.97 12362.80

3 012010 Extra over item 011010 for excavation in foundationsfor buildings and bridges to cover dressing to neatdimension and plumbing sides etc. Note : Dressingunder this item is payable for the total quantity ofexcavation in foundation and not partly

cum 8850.00 10.30 91155.00

4 012040 Filling, watering and ramming earth in 15 cm layers infloors and foundations with surplus earth fromfoundations including 50m lead and 1.5m lift

cum 3410.00 23.00 78430.00

5 012050 Supplying and filling sand in plinth and under floorsincluding watering, ramming, consolidating anddressing complete

cum 395.00 649.64 256607.80

6 021070 Loading/Unloading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, pitchingstones , rubble stones, laterite, coal, surkhi, drymortar, sand , moorum, earth, manure or sludge,ashes, lime etc., including lead up to 50m andstacking into/from trucks, trailors or wagons

cum 18550.00 47.97 889843.50

7 021080 Leading ballast, kankar, surkhi, lime, sand, ashes,stone-chips, pitching, stone, boulders, soling, stone,rubble stone, brickbats, shingle, dry mortar, laterite orsimilar materials including picking up and stacking,lead upto 50m

cum 4250.00 114.23 485477.50

8 021081 Additional lead for every subsequent 50m or partthereof, over 50m and upto 500m over item no.021080

cum 250.00 28.48 7120.00

9 021090 Leading ballast, kankar, brickbats, stone-chips,shingle, stone boulders, block kankar, pitchingstones, rubble stones, laterite, coal, surkhi, drymortar, sand, moorum, earth, manure or sludge,ashes, lime, debris, muck, malba, etc. for lead upto 25km. Note : Lead under this item is payable when thesame exceeds 500m.

cum 10100.00 74.06 748006.00




10 021510 Hiring of JCB Machine (in good working condition) forleveling and dressing ground / dismantling structuresincluding disposal of debris through dumpers etc. withcontractor's labour, JCB machine, machine operator,fuel, etc. The contractor shall arrange road permit forvehicle for all the States of operation, as perinstructions of engineer in-charge and vehicle shallnot be more than three years old. Payment shall bemade for actual working hours at site.

Hour 675.00 741.76 500688.00

Providing and laying in position cement concrete ofspecified proportion excluding cost of cement,centering and shuttering - All works upto Plinth level :

11 031011 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate20mm nominal size)

cum 2110.00 1611.29 3399821.90

Centering and shuttering including strutting, proppingetc. and removal of form work for :

12 031061 Foundations, footings, bases of columns Sqm 100.00 145.30 14530.00

Providing and laying in position M 20 Grade concretefor reinforced concrete structural elements butexcluding cost of centering, shuttering, reinforcementand Admixtures in recommended proportion (as perIS:9103) to accelerate, retard setting of concrete,improve workability without impairing strength anddurability as per direction of Engineer in charge

13 041011 All work upto plinth level, including raft foundation ofwashable aprons, HS tank, pile cap, footings of FOB,and Platform shelter etc.

cum 3725.00 1927.58 7180235.50

14 041012 All work in buildings above plinth level upto floor twolevel.

cum 430.00 2135.97 918467.10

Centering and shuttering including strutting, proppingetc. and removal of form for :

15 042011 Foundations, footings, bases of columns, raftfoundation of washable aprons, Pile caps, Footings ofFOB etc.

Sqm 2660.00 144.80 385168.00

16 042012 Walls (any thickness) including attached plasters,buttresses, plinth and string courses etc.

Sqm 1135.00 247.20 280572.00

17 042013 Suspended floors, roofs, landings, balconies, FOBslabs, walkway slabs and access platform

Sqm 1250.00 244.27 305337.50

18 042014 Lintels, beams, plinth beams, bed blocks, girders,bressumers and cantilevers

Sqm 3445.00 206.61 711771.45

19 042015 Columns, pillars, , posts and struts Sqm 1000.00 326.50 326500.00

20 042016 Stairs (excluding landings) except spiral-staircases Sqm 240.00 311.30 74712.00

Centering and shuttering including strutting, proppingetc. and removal of form for special shapes

21 042024 Small lintels not exceeding 1.5m clear span, mouldingas in cornices, window sills, string courses, bands,copings, bed plates, anchor blocks and items ofsimilar shape and size

Sqm 10.00 106.51 1065.10

22 042029 Weather shade, Chajjas, corbels etc. including edges Sqm 170.00 381.35 64829.50

23 042040 Supplying and applying shuttering oil for mouldreleasing, having (Flash point 54 degree C andspecific gravity 0.88±0.02) for concrete formwork tobe applied either by brush or with spray machine tothe entire satisfaction of Engineer Incharge

Sqm 9910.00 7.57 75018.70




Providing, hoisting and fixing in position upto floor twolevel M20 Grade precast RCC work including settingin cement mortar 1:3 (1 cement : 3 coarse sand) andfinishing smooth with 6mm thick cement plaster 1:3 (1cement : 3 fine sand) on exposed surfaces completeincluding cost of centering, shuttering, finishing,Admixtures in recommended proportion (as perIS:9103) to accelerate, retard setting of concrete,improve workability without impairing strength anddurability, excluding cost of cement and steelreinforcement, as per approved plan & direction ofEngineer incharge.

24 043014 In Shelves, cantilevers, chajjas, sunshades etc. cum 40.00 3465.02 138600.80

25 043015 In slabs for drain covers, manhole covers, flue topsetc.

cum 30.00 2670.33 80109.90

26 046010 Extra for RCC work in superstructure above floor twolevel for every floor or part thereof.

cum 210.00 357.32 75037.20

Brick work with non-modular (FPS) bricks of classdesignation 7.5 in foundation and plinth in :

27 051018 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 1080.00 4030.31 4352734.80

Brick work with modular bricks of class designation7.5 in foundation and plinth in :

28 051026 Cement Mortar 1:6 (1cement : 6 coarse sand) cum 140.00 3860.19 540426.60

29 051040 Extra over item 051010 & 051020 for brick work insuperstructure beyond plinth level upto floor two level:

cum 760.00 171.68 130476.80

30 051050 Extra for brick work in superstructure beyond secondfloor level for every 3m or part thereof :

cum 125.00 338.00 42250.00

Half brick masonry with bricks of class designation7.5 in foundations and plinth in :

31 051181 Cement mortar 1:3 (1 cement : 3 coarse sand) Sqm 600.00 473.69 284214.00

32 051190 Extra for half Brick masonry in superstructure aboveplinth level upto floor two level

Sqm 375.00 47.55 17831.25

33 051200 Extra for half brick masonry in superstructure abovefloor two level for every floor or part thereof.

Sqm 150.00 18.03 2704.50

34 051220 Extra for providing and placing in position 2 Nos. 6mmdia. M.S.bars at every third course of half brickmasonry (with modular bricks) including cost of M.S.bars.

Sqm 600.00 53.88 32328.00

Add or deduct from rates of brickwork when thebricks specified or permitted to be used by Engineerare of Class designation other than 7.5

35 057103 Deduct for Class designation 5 cum 1245.00 -355.70 -442846.50

36 057104 Deduct for Class designation 3.5 cum 1080.00 -356.30 -384804.00

Providing wood work in frames of doors, windows,clerestory windows and other frames and trusses,wrought, framed and fixed in position :

37 071011 Second class teak wood cudm 1460.00 77.09 112551.40

Providing and fixing to IS: 2202 Part-1 marked flushdoor shutter decorative type, core of block boardconstruction with frame of 1st class hard wood andwell matched teak 3ply veneering with vertical grainsor cross bands and face veneers on both faces ofshutters

38 072141 35mm thick including ISI marked stainless steel butthinges with necessary screws

Sqm 95.00 2017.29 191642.55




39 072170 Extra for providing lipping with 2nd class teak woodbattens 25mm minimum depth on all edges of shutters(over all area of door shutters to be measured)

Sqm 95.00 82.39 7827.05

40 072200 Extra for cutting rebate in flush door shutters (totalarea of the shutters to be measured)

Sqm 95.00 65.33 6206.35

Providing and fixing M.S. grills of required pattern inframes of windows etc. with M.S. flats, square orround bars etc. all complete

41 074232 Fixed to opening/ wooden frames with rawl plugsscrews etc.

Kg 3500.00 75.97 265895.00

42 077090 Providing and fixing bright finished brass 100mmmortice latch and lock with 6 levers and a pair of leverhandles with necessary screws etc. complete (bestmake of approved quality)

Each 45.00 904.72 40712.40

Providing and fixing aluminium sliding door bolts ISImarked anodised (anodic coating not less than gradeAC 10 as per IS: 1868) transparent or dyed torequired colour or shade with nuts and screws etc.complete

43 078021 300x16mm Each 20.00 240.43 4808.60

Providing and fixing aluminium tower bolts ISI markedanodised (anodic coating not less than grade AC 10as per IS: 1868) transparent or dyed to requiredcolour or shade with necessary screws etc. complete

44 078031 300x10mm Each 45.00 128.41 5778.45

45 078032 250x10mm Each 10.00 115.34 1153.40

46 078033 200x10mm Each 45.00 102.28 4602.60

Providing and fixing aluminium handles ISI markedanodised (anodic coating not less than grade AC 10as per IS: 1868) transparent or dyed to requiredcolour or shade with necessary screws etc. complete

47 078061 125mm Each 55.00 75.30 4141.50

Providing and fixing aluminium hanging floor doorstopper ISI marked anodised (anodic coating not lessthan grade AC 10 as per IS: 1868) transparent ordyed to required colour and shade with necessaryscrews etc. complete

48 078071 Single rubber stopper Each 35.00 35.19 1231.65

49 078310 Providing and fixing of fibre glass reinforced plastic(FRP) door frames of three legged of cross-section90 mm x 45 mm having single rebate of 32 mm x 15mm to receive shutter of 30 mm thickness. Thelaminate door frame moulded with fire retardant gradeunsaturated polyester resin and chopped mat. Doorframe laminate shall be 2 mm thick and shall be filledwith suitable wooden block in all the three legs. Theframe shall be covered with fibre glass from all sides.M.S. stay shall be provided at the bottom to ready theframe

RM 115.00 310.39 35694.85




50 078330 Providing and fixing 30 mm thick fibre glass reinforced(FRP) flush door shutter in different plain and woodfinish made with fire retardant grade unsaturatedpolyester resin moulded to 3 mm thick FRP laminateall around, with suitable wooden blocks inside atrequired places for fixing of fittings and ployurethanefoam (PUF)/Polystryrene foam to be used as fillermaterial throughout the hollow panel, castedmonolithically with test parameters of F.R.P. laminateconforming to Table 3 of IS 14856:2000, complete asper directions of Engineer Incharge

Sqm 50.00 2259.34 112967.00

Structural steel work in single section includingcutting, bending, straightening, drilling, rivetting,bolting, hoisting, fixing in position, including applying apriming coat of approved steel primer, complete - upto6m height above GL

51 081011 In RSJ, tees, angles and channels Kg 29700.00 54.25 1611225.00

Structural steel work welded in built up sections,trusses and framed work, girders, stagings, racks,etc including cutting, bending, straightening, hoisting,fixing in position, including applying a priming coat ofapproved steel primer, complete - upto 6m heightabove GL

52 081031 In RSJ, tees, angles and channels Kg 2000.00 67.59 135180.00

53 081140 Supplying and fixing lewis/ holding down bolts ofapproved design with nuts and washers complete

Kg 21000.00 58.36 1225560.00

Supplying and fixing rolling shutters of approved makeas per IS 6248, made of required size M.S. lathsinterlocked together through their entire length andjointed together at the end by end locks mounted onspecially designed pipe shaft with brackets, sideguides and arrangements for inside and outsidelocking with push and pull operation completeincluding the cost of providing and fixing necessary27.5cm long wire spring grade No.2 and M.S. topcover of required thickness for rolling shutters

54 081211 80x1.25mm M.S. laths with 1.25mm thick top cover Sqm 37.00 2411.77 89235.49

55 081220 Providing and fixing ball bearing for rolling shutters Each 8.00 306.08 2448.64

Extra for providing mechanical device chain andcrank operation for operating rolling shutters

56 081231 Exceeding 10.00Sqm and upto 16.80 Sqm. in the area Sqm 37.00 385.33 14257.21

Steel work welded in built up sections/ framed workincluding cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer usingstructural steel etc. as required

57 081411 In stringers, treads, landings etc. of stair casesincluding use of chequered plate wherever required allcomplete

Kg 22000.00 56.91 1252020.00

58 081412 In gratings, frames, guard bar, ladders, railings,brackets, gates and similar works

Kg 25000.00 59.52 1488000.00

Providing and fixing hand rail by welding etc. to steelladders railing, balcony railing and staircase railingincluding applying a priming coat of approved steelprimer

59 081421 M.S. tube (medium) 40mm nominal bore Kg 8500.00 116.96 994160.00




Providing and fixing anodised aluminium work fordoors, windows, ventilators and partitions withextruded built up standard tubular and other sectionsof approved make conforming to IS:733 and IS:1285,anodised transparent or dyed to required shadeaccording to IS:1868 (Minimum anodic coating ofgrade AC 15), fixed with rawl plugs and screws orwith fixing clips, or with expansion hold fastenersincluding necessary filling up of gaps at junctions, attop, bottom and sides with required PVC/neoprene feltetc. Aluminium sections shall be smooth, rust free,straight, mitered and jointed mechanically whereverrequired including cleat angle. Aluminium snapbeading for glazing/ panelling, C.P. brass/stainlesssteel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately)

60 082011 For fixed portion Kg 285.00 243.60 69426.00

61 082012 For openable/sliding portions and fixing hinges /pivots, PVC/ neoprene gasket required and makingprovision for fixing of fittings. (Fittings shall be paid forseparately)

Kg 1000.00 262.31 262310.00

Providing and fixing 12mm thick prelaminated threelayer medium density (exterior grade) particle boardGrade I, Type II conforming to IS: 12823 bonded withphenol formaldehyde synthetic resin, of approvedbrand and manufacture in panelling fixed in aluminiumdoors, windows shutters and partition frames withC.P. brass/ stainless steel screws etc. complete asper architectural drawings and directions of engineer-in-charge

62 082022 Prelaminated particle board with decorative laminationon both sides

Sqm 255.00 614.46 156687.30

Providing and fixing glazing in aluminium door,window, ventilator shutters and partitions etc. withPVC/ neoprene gasket etc. complete as per thearchitectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall bepaid in basic item)

63 082032 With float/frosted glass panes of 5.5mm thickness(weight not less than 13.75 kg/sqm)

Sqm 325.00 714.23 232124.75

64 083050 Fabricating, supplying & installing stainless steelrailings for staircases, balconies, FOBs,Enquiry/Reservation complex etc., made of SS 304grade stainless steel, laser cut / water jet cut (noshearing), polished with Automatic round/flat polishingmachine to get a uniform hairline finish. All parts shallbe connected to each other with the help ofprescribed size CNC made solid connectors,countersunk screws. Welding should be finishedensuring that no welding marks are visible andassembly is mounted on floor with the help of dashfasteners. Railings shall be fabricated as perapproved drawings by engineer-in-charge.Manufacturer shall submit maintenance manual andbasic material test report for grade certification.

Kg 300.00 88.12 26436.00

65 091090 Laying cement concrete 1:2:4 (1cement: 2coarsesand: 4graded stone aggregate 20mm nominal size)of thickness 40 to 100mm as under layer of flooring

cum 120.00 2161.68 259401.60




66 092050 Laying 15 mm thick hardened topping on concretesurface with 1 part metallic floor hardener, 4 partscement and 9 parts by weight hard stone chips ofsize 6 mm mixed and laid as per specifications

Sqm 3500.00 123.71 432985.00

Providing and laying plain cement concrete flooring ofspecified thickness with mix design concrete overfirm, well prepared and well compacted bed includingprovision of designed expansion joint & finishingmanually or mechanical trowel ling & vacuumdewatering complete. Expansion joint to be paid forseparately.

67 092063 M-30 cum 495.00 2483.02 1229094.90

Providing and fixing Ist quality ceramic tilesconforming to Group B-III (Ceramic Wall Tiles) ofIS:15622 of manufacturers approved by railway in allcolours, shades, and design as approved by theEngineer-in-Charge in skirting, risers of steps anddado over 12mm thick bed of cement mortar 1:3(1cement: 3coarse sand) including pointing in whitecement mixed with pigment of matching shadecomplete

68 095011 200x200 mm Sqm 180.00 440.73 79331.40

69 095013 300x450 mm and above Sqm 300.00 541.65 162495.00

Providing and fixing ceramic tiles conforming toIS:15622 of manufacturers approved by railway in allcolours, shades, design and abrasion resistanceclass as approved by the Engineer-in-Charge infloors and landings over 20mm thick bed of cementmortar 1:4 (1cement: 3coarse sand) including pointingin white cement mixed with pigment of matchingshade complete

70 095021 Of Group B-II Clause 5.1 (for abrasion resistance) ofIS:15622 (Ceramic Floor Tiles) of size 300x300mm

Sqm 325.00 459.12 149214.00

71 095026 Of Group B-I-a of IS : 15622 (Vitrified tiles) of sizeabove 400x400mm upto 600x600 mm

Sqm 800.00 718.62 574896.00

Providing and fixing 15cm wide 45cm over all semicircular plain G.S. sheet gutter with iron brackets40x3mm size, bolts, nuts and washers etc. includingmaking necessary connections with rain water pipescomplete

72 101071 0.80mm thick with zinc coating not less than 275gm/sqm

Metre 570.00 531.68 303057.60

73 104050 Providing and laying pressed clay tiles (as perapproved pattern 20mm nominal thickness and ofapproved size) on roofs jointed with cement mortar1:4 (1cement: 4coarse sand) mixed with 2% integralwater proofing compound laid over a bed of 20mmthick cement mortar 1:4 (1cement: 4coarse sand)and finished neat complete

Sqm 1020.00 296.14 302062.80

74 104060 Lime concrete terracing on roofs average thickness1 0 c m laid to fall with 25mm nominal size brickaggregate and 50% lime mortar 1:2 (1lime putty:2surkhi) rammed and finished with gur and belgiritreatment complete including rounding of junctionswith parapet wall complete - upto floor two level

Sqm 1020.00 340.95 347769.00

75 104100 Extra over Items 104060 and 104070 above floor twolevel for every floor or part thereof

Sqm 900.00 50.26 45234.00




Providing and fixing on wall face unplasticised - RigidPVC single socketed rain water pipes conforming toIS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10mm gap for thermalexpansion.

76 108162 110mm dia. Metre 450.00 184.41 82984.50

Providing and fixing on wall face unplasticised - PVCmoulded fittings/ accessories for unplasticised- RigidPVC rain water pipes conforming to IS: 13592 Type Aincluding jointing with seal ring conforming to IS: 5382leaving 10mm gap for thermal expansion.

77 108172 Coupler, 110mm Each 50.00 307.80 15390.00

Providing and fixing on wall face unplasticised - PVCmoulded bend and shoe for unplasticised-Rigid PVCrain water pipes conforming to IS:13592 Type Aincluding jointing with seal ring conforming to IS:5382leaving 10mm gap for thermal expansion

78 108182 Bend 87.5o, 110mm dia bend Each 50.00 204.99 10249.50

Providing and fixing unplasticised-PVC pipe clips ofapproved design to unplasticised-PVC rain waterpipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length includingcutting brick work and fixing in cement mortar 1:4 (1cement : 4 coarse sand) and making good the walletc. complete

79 108192 110mm Each 500.00 97.18 48590.00

80 109230 Supply and Installation, including lifting to all heights asrequired, trapezoidal/corrugated sheeting system ingalvalume colour coated steel having cover width of1000 mm, 35 mm crest at a pitch of 250 mm stiffenedwith 8 mm deep intermittent corrugations or profilingapproved by engineer-in-charge. Sheet should bemade from base metal having 0.52 mm (± 0.02 mm)thickness in steel of grade 345 as per ASTM A792M,coated with alloy of Aluminum & Zinc to grade AZ150(min. alloy mass 150 gsm total both sides) with colourcoating having complete dip tank pre-treatmentprocess with Chromate Conversion (Cr +3) as mainpre-treatment followed by PU primer (Permaprimegrade) of min. 5 micron DFT on each surface;finished with special polyester paint to grade EPG-20of minimum 20 micron DFT on exposed surface and 5micron in grey shade on unexposed surface. Fixingshall be done with self-tapping screws meetingrequirement of Class-3 of AS 3566 with EPDMwashers at suitable intervals as per site requirementand as directed by Engineer Incharge complete work

Sqm 11850.00 509.23 6034375.50

Providing & fixing of coloured galvalume plain sheetflashings at ridges / apex junctions of roofing cladding,cover / corner / barge pieces etc. in required shape,colour duly fixed with stitching screws (with EPDMwashers etc. as per site requirement)

81 109261 Upto 600 mm width (girth) R metre 1250.00 426.11 532637.50

82 109262 601mm to 1200 mm width (girth) R metre 650.00 572.46 372099.00

12 mm cement plaster of mix -

83 111012 1:6 (1cement: 6fine sand) Sqm 5400.00 70.54 380916.00


84 111032 1:6 (1cement: 6fine sand) Sqm 1100.00 95.31 104841.00





85 111041 1:4 (1cement: 4coarse sand) Sqm 850.00 72.88 61948.00

15 mm cement plaster on the rough side of single orhalf brick wall of mix -

86 111052 1:6 (1cement: 6coarse sand) Sqm 600.00 83.95 50370.00

Cement plaster to ceiling of mix -

87 111151 6 mm thick 1:3 (1cement: 3 fine sand) Sqm 1140.00 61.14 69699.60

88 111160 6 mm cement plaster 1:3 to CC/RCC in columns,beams, stairs etc when specifically ordered exceptunderside of ceiling

Sqm 550.00 62.53 34391.50

89 115090 Wall painting on new work with two or more coats ofplastic emulsion paint of approved brand andmanufacture to give an even shade

Sqm 900.00 56.90 51210.00

90 115160 Finishing walls with Acrylic Smooth exterior paint withSilicone additives of required shade on new work(Two or more coats applied @ 1.67ltr/10 sqm overand including one coat of water proofing cement paintapplied @ 2.20 kg/10sqm

Sqm 600.00 76.33 45798.00

91 115170 Finishing walls with Acrylic Smooth Interior paint ofrequired shade on new work (Two or more coatsapplied @ 1.67 ltr/10 sqm over and including basecoat of water proofing cement paint applied @ 2.20kg/10sqm

Sqm 1200.00 67.89 81468.00

Applying Priming Coat :

92 121013 With ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel galvanizediron/steel works

Sqm 350.00 20.15 7052.50

93 121020 Painting wood work with Deluxe Multi Surfaces Paintof required shade. Two or more coat applied @0.90ltr/ 10sqm over an under coat of primer, applied@ 0.75ltr/ 10sqm of approved brand or manufacture

Sqm 20.00 45.98 919.60

Painting with synthetic enamel paint of approvedbrand and manufacture to give an even shade

94 121051 Two or more coats on new work Sqm 500.00 49.59 24795.00

Polishing on wood work with ready made wax polishof approved brand and manufacture

95 124031 New work (two or more coats) Sqm 225.00 51.46 11578.50

Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brassthreaded fittings. This includes jointing of pipes &fittings with one step CPVC solvent cement,trenching, refilling and testing of joints complete as perdirection of Engineer-in-Charge. External work

96 131103 25mm nominal outer dia. Pipes Metre 300.00 123.00 36900.00


Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) Large diameter pipes, having thermal stabilityfor hot & cold water supply including all CPVC plain &brass threaded fittings. This includes jointing of pipes& fittings with one step CPVC solvent cement,trenching, refilling and testing of joints complete as perdirection of Engineer-in-Charge. External work (higherdia)






Providing and fixing G.I. pipes complete with G.I.fittings and clamps, including cutting and making goodthe walls etc. Internal work - Exposed on wall

100 131131 15 mm dia. nominal bore Metre 125.00 143.10 17887.50





Providing and fixing medium grade G.I. pipescomplete with G.I. fittings including trenching andrefilling etc. External Work






Providing and fixing brass bib cock of approvedquality

110 132011 15 mm nominal bore Each 80.00 264.89 21191.20

Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end)



113 132190 Providing and fixing C.P. brass long nose bib cock, 15mm nominal bore, of approved quality conforming toIS standards and weighing not less than 810 gms

Each 15.00 262.09 3931.35

114 132220 Providing and fixing C.P. brass angle valve for basinmixer and geyser points of approved qualityconforming to IS:8931

Each 7.00 261.28 1828.96

Providing and fixing G.I. Union in G.I. pipe includingcutting and threading the pipe and making longscrews etc. complete (new work)

115 136133 25mm nominal bore Each 13.00 137.23 1783.99

116 136150 Providing and placing on terrace/staging (at allheights) polyethylene water storage tank ISI : 12701marked with cover and suitable locking arrangementand making necessary holes for inlet, outlet andoverflow pipes but without fittings and the basesupport for tank

Litre 11000.00 7.21 79310.00

Providing and fixing square-mouth S.W. gully trapgrade 'A' complete with C.I. grating brick masonrychamber with water tight C.I. cover with frame of300x300mm size (inside) the weight of cover to benot less than 4.50kg and frame to be not less than2.70kg as per standard design

117 141055 180x150mm size P type With F.P.S. bricks classdesignation 75

Each 6.00 1508.75 9052.50

Providing and laying non-pressure NP3 class(medium duty ) R.C.C. pipes including bends etc withcollars jointed with stiff mixture of cement mortar inthe proportion of 1:2 (1cement: 2fine sand) includingtesting of joints etc. complete up to 800mm dia.

118 142031 300mm dia. R.C.C. pipe Metre 200.00 970.68 194136.00




Constructing brick masonry manhole in cementmortar 1:4 (1cement: 4coarse sand) R.C.C. top slabwith 1:2:4 (1cement: 2coarse sand: 4graded stoneaggregate 20mm nominal size), foundation concrete1:4:8 mix (1cement: 4coarse sand: 8graded stoneaggregate 40mm nominal size) inside plastering12mm thick with cement mortar 1:3 (1cement:3coarse sand) finished with floating coat of neatcement and making channels in cement concrete1:2:4 (1cement: 2coarse sand: 4graded stoneaggregate 20mm nominal size) finished with a floatingcoat of neat cement complete as per standard design

119 143013 Inside size 120x90cm and 90cm deep including C.I.cover with frame (medium duty) 500mm internaldiameter, total weight of cover and frame to be notless than 116kg (weight of cover 58kg and weight offrame 58kg). With F.P.S. bricks class designation 7.5

Each 3.00 7770.58 23311.74

120 143031 Inside size 120x90cm and 90cm deep including C.I.cover with frame (heavy duty) 560mm internaldiameter, total weight of cover and frame to be notless than 208kg (weight of cover 108kg and weight offrame 100kg) with F.P.S. bricks class designation 7.5

Each 15.00 9661.09 144916.35

Extra for depth for manholes of size

121 143043 Size 120x90cm with F.P.S. Bricks class designation7.5

Metre 6.00 5122.90 30737.40

Constructing brick masonry circular type manhole0.91m internal dia at bottom and 0.56m dia at top incement mortar 1:4 (1cement: 4coarse sand), in sidecement plaster 12mm thick with cement mortar 1:3(1cement: 3coarse sand) finished with a floating coatof neat cement, foundation concrete 1:3:6 mix(1cement: 3coarse sand: 6graded stone aggregate40mm nominal size) and making necessary channelin cement concrete 1:2:4 (1cement: 2coarse sand:4graded stone aggregate 20mm nominal size)finished with a floating coat of neat cement allcomplete as per standard design.0.91m deep withS.F.R.C. cover and frame (heavy duty, HD-20 gradedesignation) 560mm internal diameter conforming toIS: 12592, total weight of cover and frame to be notless than 182kg, fixed in cement concrete 1:2:4(1cement: 2coarse sand: 4graded stone aggregate20mm nominal size) including centering, shuttering allcomplete. (Excavation, foot rests and 12mm thickcement plaster at the external surface shall be paidfor separately)

122 143052 With Sewer bricks confirming to IS: 4885 Each 4.00 6095.47 24381.88

Extra depth for circular type manhole 0.91mm internaldia (at bottom) beyond 0.91 m to 1.67m

123 143062 With Sewer bricks conforming to IS : 4885 Metre 4.00 2524.26 10097.04




Constructing brick masonry circular typemanhole1.22m internal dia at bottom and 0.56m dia attop in cement mortar 1:4 (1cement: 4coarse sand), inside cement plaster 12mm thick with cement mortar1:3 (1cement: 3coarse sand) finished with a floatingcoat of neat cement, foundation concrete 1:3:6 mix(1cement: 3coarse sand: 6graded stone aggregate40mm nominal size) and making necessary channelin cement concrete 1:2:4 (1cement: 2coarse sand:4graded stone aggregate 20mm nominal size)finished with a floating coat of neat cement allcomplete as per standard design. 1.68m deep withS.F.R.C. cover and frame (heavy duty, HD-20 gradedesignation) 560mm internal diameter conforming toIS: 12592, total weight of cover and frame to be notless than 182kg, fixed in cement concrete 1:2:4(1cement: 2coarse sand: 4graded stone aggregate20mm nominal size) including centering, shuttering allcomplete. (Excavation, foot rests and 12mm thickcement plaster at the external surface shall be paidfor separately)

124 143071 With F.P.S. Bricks class designation 7.5 Each 3.00 11259.67 33779.01

Providing M.S. foot rests including fixing in manholeswith 20x20x10cm cement concrete blocks 1:2:4(1cement: 2coarse sand: 4graded stone aggregate20mm nominal size) as per standard design

125 143111 With 20x20mm square bar Each 39.00 170.93 6666.27

Providing and fixing water closet squatting pan (Indiantype W.C. pan) with 100mm sand cast iron P or Strap, 10litre low level white P.V.C. flushing cistern withmanually controlled device (handle lever) conformingto IS : 7231, with all fittings and fixtures completeincluding cutting and making good the walls and floorswherever required

126 151011 White Vitreous China Orissa pattern W.C. pan of size580x440-mm with integral type foot rests

Each 11.00 3550.36 39053.96

Providing and fixing white vitreous china pedestal typewater closet (European type W.C. pan) with seat andlid, 10litre low level white, P.V.C. flushing cistern withmanually controlled device (handle lever) conformingto IS: 7231, with all fittings and fixtures completeincluding cutting and making good the walls and floorswherever required

127 151021 W.C. pan with ISI marked white solid plastic seat andlid

Each 10.00 2701.30 27013.00

Providing and fixing white vitreous china flat back orwall corner type lipped front urinal basin of430x260x350mm and 340x410x265mm sizesrespectively with automatic flushing cistern , withstandard flush pipe and C.P. brass spreaders withbrass unions and G.I. clamps complete, includingpainting of fittings and brackets, cutting and makinggood the walls and floors wherever required

128 151041 One urinal basin with 5litre white P.V.C. automaticflushing cistern

Each 10.00 3485.58 34855.80

Providing and fixing wash basin with C.I./ M.S.brackets, 15mm C.P. brass pillar taps, 32mm C.P.brass waste of standard pattern, including painting offittings and brackets, cutting and making good thewalls wherever required




129 151071 white, vitreous china wash basin size 630x450mmwith a pair of 15mm C.P. brass pillar taps

Each 18.00 2117.02 38106.36

Providing and fixing P.V.C. waste pipe for sink orwash basin including P.V.C. waste fittings complete

130 152082 Flexible pipe 32mm dia. Each 6.00 63.88 383.28

131 152110 Providing and fixing 600x450mm bevelled edge mirror, 5.5 mm thick of float glass (of approved quality)complete with 6mm thick hard board ground fixed towooden cleats with C.P. brass screws and washerscomplete

Each 42.00 690.02 28980.84

132 153380 Providing and fixing C P brass Soap dish holderhaving length of 138 mm, 102 mm wide, 75 mm highwith concealed fittings arrangements weighingapprox. 110 gms

Each 5.00 128.43 642.15

133 153390 Providing and fixing Shower rose (C.P.) brass withswivel joint having aprox. wt. 270 gm

Each 10.00 304.69 3046.90

134 153410 Providing and fixing Towel rail (C.P.)brass15 mm diax 600 mm long having approx. wt.500 gm

Each 40.00 282.97 11318.80

Providing and fixing PVC connector 15 mm size withnon corrosive PTMT couplings in both ends

135 153492 15mm dia 450mm long Each 28.00 84.96 2378.88

136 154010 Providing and fixing 110mm dia PVC soil, waste andvent pipes including jointing and cost of spun yarn andsand etc. complete

Metre 420.00 203.23 85356.60

137 154020 Providing and fixing brackets comprising of aluminiumpainted standard steel clip and cast iron base for110mm A.C. pipes, including cost of screws etc. anddrilling of holes and making good the walls includingcost of sand etc. complete

Each 136.00 78.88 10727.68

138 154030 Providing and fixing 110 mm x 110 mm x 110mm diaPVC plain branch (single equal junction)of therequired degree including jointing and cost of spunyarn and sand etc., complete

Each 8.00 119.01 952.08

139 154040 Providing and fixing 110 mm x 110 mm x 110mm diaPVC plain branch (single equal junction)of therequired degree with access door inclusive of 3mmthick bitumastic felt washer and bolts and nuts,complete, including jointing and the cost of spun yarnand sand etc., complete

Each 2.00 132.40 264.80

140 154100 Providing and fixing 110 mm PVC Plain bend of therequired degree with access door inclusive of 3mmthick bitumastic felt washer, bolts and nuts, complete,including jointing and cost of spun yarn and sand etc.complete

Each 13.00 81.70 1062.10

141 154110 Providing and fixing 110 mm PVC bend of the requireddegree with access door inclusive of 3mm thickbitumastic felt washer, bolts and nuts, complete,including jointing and cost of spun yarn and sand etc.complete

Each 2.00 158.65 317.30

142 154120 Providing and fixing 110mm dia PVC terminal guardincluding jointing and cost of spun yarn and sand etc,complete

Each 4.00 229.98 919.92

143 154130 Providing and fixing 110 mm PVC collar (loosesocket) including jointing and cost of spun yarn andsand etc. complete

Each 33.00 63.19 2085.27

144 154140 Providing and fixing 75 mm PVC soil, waste and ventpipes including jointing and cost of spun yarn andsand etc., complete

Metre 187.52 122.22 22918.69




145 154150 Providing and fixing brackets comprising of aluminiumpainted steel clips and cast iron base for 75 mm PVCpipes including cost of screws etc. and drilling ofholes and making good the walls, including cost ofsand etc. complete

Each 56.00 128.00 7168.00

146 154160 Providing and fixing 75mm x 75 mm x 75 mm PVCplain branch (single equal junction)of the requireddegree including jointing and the cost of spun yarnand sand etc., complete

Each 13.00 76.47 994.11

147 154170 Providing and fixing 75mm x 75 mm x 75mm dia PVCbranch (single equal junction) of the required degreewith access door inclusive of 3mm thick bitumasticfelt washer including jointing and cost of spun yarnand sand etc., complete

Each 9.00 81.53 733.77

148 154210 Providing and fixing 8cm dia PVC Plain bend of therequired degree including jointing and cost of spunyarn and sand etc. complete

Each 34.00 64.73 2200.82

149 154220 Providing and fixing 8 cm PVC bend of the requireddegree with access door inclusive of 3mm thickbitumastic felt washer, bolts and nuts, complete,including jointing and cost of spun yarn and sand etc.complete

Each 17.00 74.06 1259.02

150 154230 Providing and fixing 75mm dia PVC terminal guardincluding jointing and cost of spun yarn and sand etc,complete

Each 9.00 98.45 886.05

151 154240 Providing and fixing 75 mm PVC collar (loose socket)including jointing and cost of spun yarn and sand etc.complete

Each 9.00 44.32 398.88

152 161220 Excavation in dumped stones or malba/ garbage /rubbish including stacking of serviceable andunserviceable material separately and disposal ofunserviceable material lead upto 50metre and lift upto1.5metre and disposed material to be neatly dressed.(additional lead and lift if any to be paid extra as perearthwork chapter)

cum 2000.00 157.73 315460.00

153 171410 Selection of suitable site for drilling bore well/tube wellby electrical resistivity method for all diameters

Each 1.00 794.93 794.93

154 181010 Demolishing lime concrete and disposal of materialwithin 50m lead

cum 250.00 183.73 45932.50

Demolishing plain cement concrete including disposalof material within 50m lead

155 181021 1:2:4 or richer mix with max. 20 mm coarseaggregate

cum 570.00 526.10 299877.00

156 181022 Mix leaner than 1:2:4 with coarse aggregate largerthan 20mm

cum 20.00 324.49 6489.80

157 181030 Demolishing R.C.C. work including cutting andstacking of steel bars and disposal of unserviceablematerial within 50m lead. (Extra payment for scraping,cleaning and straightening of bars to be madeseparately)

cum 720.00 767.52 552614.40

Demolishing brick work including stacking ofserviceable material and disposal of unserviceablematerial within 50m lead

158 182012 In lime mortar/ lime cinder mortar cum 250.00 183.73 45932.50

159 182013 In cement mortar cum 200.00 444.52 88904.00

Dismantling roofing including ridges, hips valleys andgutters etc. and stacking the material within 50m leadof




160 184081 G.I. sheet Sqm 2300.00 36.09 83007.00

161 184082 Asbestos sheet Sqm 700.00 17.00 11900.00

Dismantling steel work in single sections includingdismembering & stacking within 50m lead in

162 186011 R.S. joists./ Rails Kg 69000.00 0.72 49680.00

163 186012 Channels, angles, tees and flats/ rounds or any otherrolled shape.

Kg 37500.00 0.52 19500.00

164 186020 Dismantling steel work and trusses upto 10m spanand 5m height in built up sections in angles, tees, flatsand channels including all gusset plates, bolts, nuts,cutting rivets, welding etc. including dismemberingand stacking within 50m lead

Kg 115000.00 1.22 140300.00

165 186030 Dismantling steel work and trusses upto 10m spanand upto 5m height (height of lowest member fromground) in built up sections and stacking within 50mlead

Kg 45000.00 0.82 36900.00

166 186040 Extra over item 186020 & 186030 for dismantlingtrusses, rafters, purlins etc. of steel work foradditional span length of one metre or part thereofbeyond 10m

Kg 20000.00 0.18 3600.00

167 186050 Extra over item 186030 & 186040 for dismantlingtrusses, rafters, purlins etc. of steel work foradditional height of one metre or part thereof beyond5m

Kg 15000.00 0.18 2700.00

168 231010 Preparation of subgrade by excavating earth upto22.5cm depth, dressing to camber and consolidatingwith power road roller of 8 to 12 tonne capacityincluding making good the undulations etc. anddisposal of surplus earth with lead upto 50 metres

Sqm 2200.00 46.84 103048.00

169 231020 Consolidation of subgrade with power road roller of 8to 12 tonne capacity including making good theundulations etc. with earth or quarry spoils etc. andre-rolling the subgrade

Sqm 2200.00 1.61 3542.00

Providing and laying water bound macadam withspecified stone aggregate, stone screening andbinding material including screening, sorting,spreading to template and consolidation with powerroad roller of 8 to 10 tonne capacity etc. complete.

170 231041 Sub-base with stone aggregate 90mm to 45mmincluding stone screening 13.2mm size

cum 490.00 1138.43 557830.70

171 231043 Base course with 53mm to 22.4mm size includingstone screening 11.2mm size

cum 50.00 1041.48 52074.00

172 236010 Cement concrete Grade M15 of coarse aggregate40mm nominal size, in pavements, laid to requiredslope and camber in panels as required includingconsolidation finishing and tamping complete

cum 300.00 1605.63 481689.00

173 236020 Providing and laying design mix cement concrete inroads, having a cube strength of M-30 using cement,coarse sand and graded stone aggregate of 40mmnominal size as per approved design. mechanicallyvibrated, steel form work, curing, providing and fillingconstruction & dummy joints with approved joint filler(conforming to grade B of IS: 1834) rounding of theedges, making & filling the grooves as per drawing

cum 1870.00 2181.73 4079835.10

174 236060Providing and laying in position bitumen hot sealingcompound for expansion joints etc. using grade 'A'sealing compound

per cmwidth percm depth/metre

1269000.00 1.95 2474550.00




Total 54293201.72

Schedule Schedule B-Items of works that are NOT covered by USSOR 2011 as applicable to CHENNAI Division.

Item- 2 Items of works that are NOT covered by USSOR 2011 as applicable to CHENNAI Division.


1 0000068 Excavating and providing RAIN WATERHARVESTING WELLS of 1.2m inner diameter and2.44m deep with precast RCC well rings of 1.2m innerdiameter and 40mm thick and filling the well withbrickbats and covering the well with precast RCCcircular cover slab and connecting the well with rainwater down pipes by constructing a brick chamber of610x610x610mm inner dimensions in CM 1:5, 230mmthick with stock bricks including levelling course incement concrete 1:3:6 mix. of size 1.40 m. x 1.40 m.and 250 mm. thick and plastering the brick walls withCM 1:3 mix, 20mm thick inside and 12mm thickoutside and brick on edge over pipe line, levelling,channelling and filling up the sides with earth dulyconsolidating and covering with precast RCC slabcover with all leads and lifts etc. complete and asdirected. (All labour and material by contractor exceptcover slab and pipes which will be paid separatelyunder relevant Annexure)

Each 2.00 13280.00 26560.00

2 0000248 Drilling of borewells 225mm dia. in all kinds of soilsand rocks to a depth of 20m approx. from GL byusing hard drilling equipment with all leads and liftsetc. complete and as directed. (ALl labour, materialsby Contractor)

Metre 50.00 295.00 14750.00

3 0000249 Drilling of borewell of 150mm dia. in all kinds of soilsand rocks below 20m and upto 60m approximatelyfrom GL by using hard drilling equipment with all leadsand lifts etc. complete and as directed. (All labour andmaterial by contractor)

Metre 50.00 273.00 13650.00

4 0000250 Supplying, assembling and lowering of approvedquality of heavy duty PVC pipe (6 Kg/Sq.cm.) plain,140mm outer dia. with pipe of finolex or its equivalentwith coupling, cutting and jointing with PVC solution insuitable lengths with all leads and lifts etc. completeand as directed. (All labour, material by contractor)

Metre 50.00 371.00 18550.00

5 0000251 Supplying, assembling and lowering of approvedquality of heavy duty PVC strainer pipe (6 Kg/Sq.cm.), 140mm outer dia. with pipe of finolex or its equivalentwith slotted holes covered with two layers of nylonmesh tied with copper wire including cutting andjointing with PVC solution in suitable lengths with allleads and lifts etc. complete and as directed. (Alllabour, material by contractor)

Metre 50.00 430.00 21500.00

6 0000252 Supplying and filling the annular space between the225mm dia. borewell and 140mm dia. PVC pipe withspecial graded pebbles with all leads and lifts etc.complete and as directed. (All labour, material bycontractor)

Metre 75.00 77.00 5775.00

7 0000253 Flushing and cleaning the drilled bore to get clearwater including developing and conducting yield testwith 90 degree V-notch with all leads and lifts etc.complete and as directed.

Numbers 1.00 2333.00 2333.00

8 0000939 Supply, fabrication and fixing of ISA 65 x 65 x 6mmangle as check rails in shop area to the correctalignment as directed by the Engineer in charge andall material and labour by the contractor.

MT 14.50 56000.00 812000.00




9 0000976 Supplying, fitting and fixing UPVC floor trap of 110mmdia. including grating on the top and giving connectionto the nearest soil track

Each 16.00 64.90 1038.40

10 0000977 Planning, design and preparation of drawing and proofchecking from IIT / Anna University including soilexploration for Railways for civil Engineering GeneralArrangment drawing, Structural drawings includingDesigning and submission of design calculationbooklets 2 sets, check print, final approval proposal intracing film, CD/DVD, 6 copies of approved prints etc.complete and as directed by the Engineer-in-charge .(All labour, materials etc. by contractor)

Sqm 1275.00 255.00 325125.00

11 0100027 Earth filling in and around the building by contractorsvehicle or other means including excavation fromearth quarries outside Railway limits approved byEngineer-in-charge in all soils other than black cottonand loamy soil , loading and leading and unloading andspreading including consolidating the earth bywatering and ramming in 15cm layers etc completeand as directed.

10 cum 500.00 2466.00 123300.00

12 0300010 Carrying out standard penetration test on the boremade for piles before placing the reinforcement cageand concreting. (All labour and materials bycontractor) NOTE: The above tests (ie. StandardPenetration Test will be operated if required at thediscretion of the Engineer-in-Charge.

Each 10.00 2583.00 25830.00

13 0300117 Supply, fabrication and placing in position MS linersincluding cutting and bending fabricating withcontractor's 6mm thick MS sheets as necessary forthe RCC pile of 600mm dia with all leads and lifts etccomplete and as directed. (All labour, materials, toolsand plants by contractor)

Metre 750.00 6263.95 4697962.50

14 0300655 Providing and installing 600mm dia RCC cast in situBORED PILES using rotary or conventional method ofdrilling in all kinds of soils and rock (includingboulders, soft or weathered or hard rock) dulyproviding contractor's M 30 or above grade ofconcrete (with 20mm size graded stone aggregateand all other materials excluding cost of cement &s teel including admixtures as required) as per thedesigns/ drawings/ approvals including fabrication andfixing in position reinforcement gauge, concreting,chipping of laitance and concrete above cut off levelat least for a depth up to 1.0 M of the pile top,protection arrangements for the bore hole as requiredfor various type of soil (permanent M.S linersprovided in very loose soils as approved will be paidseparately) with all lead, lift, transport, materials,consumables, tools and plants, labour etc., completeas per specifications as directed by the Engineer - in -charge (Rate per running metre of pile depth to bequoted). 600 mm dia pile in all soil, boulders, soft rock,etc., except hard rock Notes: - 1). Rate quoted is foruse of hydraulic Rotary drilling machine only for useof any other type of drilling including conventionalchiselling etc., a reduction of 10% on the rate quotedshall apply. 2)Rate shall include cost of all operationsand cost of all materials including temporary linersand other protection as required and shall also includeall consumables including bentonite clay etc., butexcluding supply of cement and reinforcement steeland supply & providing permanent M.S Liners which

R metre 3200.00 2801.00 8963200.00




will be paid separately under separate items. 3).Irrespective of depth of pile provided, rate quoted willbe uniformly applied for all depth of piles. 4)Piles shallbe provided with proper shoe/ base to rest properlyon rock/ soil as designed and the embedment in hardrock shall not be less than 1.0 m. For bedding andseating the pile on hard rock, Rates quoted for hardrock separately will be paid for the depth of anchoringprovided. If the anchoring is less than 1.0 m, thecomplete pile is liable to be rejected at the discretionof the Railway and at the cost of the contractor. 5)Therate quoted for this item shall include, unlessotherwise provided for separately in other scheduleitems, preparation of working platforms if required foraccommodating the pile driving accessories andtemporary casing pipes as may be required, supply,storing and using of bentonite, developing workingplaces, mobilization and de-mobilization of pilingequipments, transferring and reinstalling of pile drivingaccessories etc., from one location to another formingworking platform and its approach roads, removingthe formed platforms/island, dumping of debrisincluding scum concrete away from works site/ bridgearea etc., complete. 6)The rate quoted for this itemshall include the overflow concrete, scum concrete,MS liners upto the cut off level and the cost of labourand consumables involved in all connected activitiesincluding that for cutting, interlacing, binding etc., ofreinforcements. The reinforcement used in theinterlacing above cut off level will however be paid asa normal reinforcement item under relevant schedule.The cement consumed for the concrete above the cutoff level will also be paid as per the actuals subject tomaximum of cement required for 2.0m length of pileunder relevant schedule. 10% extra cement, if usedfor under water concreting with pre-approval of theEngineer - in - charge, is also payable.

15 0400001 Collection and Supply of 50mm size hard Machinecrushed stone ballast to Railway Specification fromapproved quarries outside the Railway limits andstacking the same at places alongside the trackbetween specified places/ Depot in convenient stackswithin Railway Limits for measurement with all leadsand lifts etc. Complete and as directed. (Paymentshall be made for the gross measurements of stacks)(No deduction will be made for shrinkage/ voids).(NOTE: The Tenderer/Contractor should indicatebreakup details as described under special conditionsof contract.)

10 cum 1800.00 10510.00 1891800.00




16 0400002 Leading of 50mm size stone ballast from the stacksavailable ALONG SIDE THE ALIGNMENT with amaximum lead of 100m. and any lift, dumping thesame on the track to have a standard section andcushion of 250mm. for track portion and 300mm.cushion for bridge portion with extra width on curvesincluding boxing and initial packing of the track as perIRPWM, slewing to correct level and alignment andversine etc. complete and as directed with all leadsand lifts and crossing of tracks/ roads as required.(Alllabour, tools and consumables by Contractor).(Payment made based on stack measurementsalready recorded). N O T E : 1.Payment will berestricted to 75% of the quoted rate and the balancewill be paid after boxing the ballast to correct profile.2.Dumping of ballast to the final cushion depth and onthe shoulder is to be done in stages as directed.3.Dumping of ballast shall be done as directed by theEngineer In-Charge.

10 cum 1800.00 1044.00 187920.00

17 0600002 Manual Linking of BG track (M+4 Density) with 52Kg/90R drilled rails/panels of any length not exceeding500m including leading of 52 Kg PSC sleepers andrails from the stacks available alongside the alignmentto the site of work with a maximum lead of 500m fixingof all fittings, aligning, levelling correctly with respectto the reference pillars and cutcha packing with allleads and lifts etc. complete and as directed. (Alllabour, materials, tools , cutting rails, drilling holes,fixing reference pillars, etc., by Contractor). NOTE:The rate shall includes (a) cutting rails and drillingholes for fixing fish plates to the extent required. (b)oiling and greasing of fish plates, bolts and nuts andgreasing the pandrol clips for M+4 density. (c). Liftingthe PSC Sleepers upto 4 m. height and all otherancillary works. (d). Payment for saw cutting anddrilling of gas cut second hand rails will be paidseparately.

PerTrackMetre

580.00 187.00 108460.00

18 0600021 Attending two rounds of manual packing of BG stoneballasted 1 in 8 1/2 points and crossing in stages dulyrectifying the alignment longitudinal and cross level asdirected. (Al labour, tools by contractor).

Each 6.00 6073.00 36438.00

19 0600023 Attending two rounds of manual packing for BroadGauge Track in stages duly rectifying the alignment,longitudinal and cross level as directed. (All labour,materials, tools and plants, etc., by contractor) (a) 1stpacking

Metre 580.00 33.00 19140.00

20 0600024 Attending two rounds of manual packing for BroadGauge Track in stages duly rectifying the alignment,longitudinal and cross level as directed. (All labour,materials, tools and plants, etc., by contractor) (b)2nd packing

Metre 580.00 80.00 46400.00

21 0600033 Dismantling the existing 1 in 8 1/2 BG points andcrossings with available section including rails,sleepers, fittings and fastenings, leading the allreleased materials at nearby places and stackingthem in a neat and countable manner, clear ofinfringements with good road approach to facilitateloading including levelling the ground upto bottom ofsleepers with all leads and lifts etc. complete and asdirected. (All labour , tools and plants, transportationetc. by Contractor) NOTE: A detailed laid inventoryshould be taken prior to commencement of the work.

Set 8.00 9267.00 74136.00




22 0600070 Drilling holes 32mm dia in the rails duly placing therails on wooden blocks and marking centre of holeswith templates and to the correct spacings, diameterand alignment etc., complete and as directed. (Alllabour, materials, tools and plants, consumables etc.,by contractor) DURING NON-LINE BLOCK PERIOD.

Each 400.00 66.00 26400.00

23 0600219 Supplying and fixing MCI insert toDrg.No.RDSO/T/381-R2, grooved rubber pad as perDrg. No.RDSO / T2054-R2 and liners toDrg.No.RDSO/ T-2505 to correct spacing, alignment,level etc., as directed by the Engineer - in - charge.

Each 9650.00 175.00 1688750.00

24 0600263 DURING NON-LINE BLOCK PERIOD: Assembling52 Kg/60 Kg/90R PSC 1 in 8 1/2 points and crossings(including symmetrical split layout) duly leading thespecial size PSC sleepers, switches, crossingsfittings and fastenings including drilling holes, cuttingof rails, fixing insulated joints, glued joints, bearingplate, gauge tie plate, stretcher bar distance block asper the latest RDSO drawings with one round ofrough packing etc., with an average lead of 500m andfixing the tongue rails, stock rails, lead rails andcrossing with rubber pads, liners and all fastenings asper approved drawings using contractor's roadcranes or other means at yard/yards (specified inscope of work) over the wooden/rail stage, levellingthe surface as required, without damaging the existingstructures if any near by with all leads and lifts etc.,complete and as directed. (All labour, materials, toolsand plants, consumables etc., by contractor.Required permanent way fittings will be supplied at thenearest construction stores depot).

Set 6.00 37300.00 223800.00

25 0600300 Fixing 52 kg/90 R rails over pit line with inserts,pandrol clips, MS liners and grooved rubber padbelow the rail as directed by the Engineer-in-Chargeto correct spacing, gauge alignment and level withabove fittings and fastenings in position duly providingfull complements of rail fittings with all lead and lift withcontractor's labour, tools & plants etc. (Rails requiredfor work shall be supplied at DSK/CN/MAS yard whichshall be lead to the site of work at no extra cost. Thefittings required shall be supplied by DSK/CN/MAS(or) DSK/TBM yard shall be transported to the site ofwork by contractor at his own cost. (The rate is permetre length of the track linked). Note : The requirednos. of inserts per bearing has to be fixed at the timeof conreting the RCC bed block over the pit wall tocorrect spacing, center to center, alignment andlevels as per IR CAMTECH drg. without any extracost.

Metre 2500.00 240.00 600000.00

26 0600455 Cutting of 52 kg/ 90R free/ panelled rails withcontractor's own hacksaw or with rail cutting machineduly making cutting line etc., to the required length asdirected by the Engineer-in-charge. (All labour, toolsand plants, machineries, hacksaw blades andconsumable stores by contractor at his own cost).

Each 300.00 136.00 40800.00




27 0600746 Dismantling of existing BG track of 75R/90R/52kgrails on metal/wooden/concrete sleepers manuallyduly gas cutting the existing SWP/LWR rails into freerails of length not less than 10m removing fish platesand fastenings, levelling of ballast to correct profile soas to form a level bed for laying BG track includingtransporting the released materials i.e. sleepers,fastening except rails to the nerest stores depot ofSection Engineer/P.Way including segrgation andstacking at specified location in countable mannerwith contractor's vehicle and consumable storeslabour etc., and as directed. Note: The rate quotedabove shall also include transportation of releasedrails to the nearest station and stacked at a locationwith road approach (A detailed joint laid inventoryshould be taken prior to commencement of the abovework) (a) DURING LINE BLOCK PERIOD

Metre 1150.00 109.00 125350.00

28 0700223 Transportation of class-I and II rails upto 13m longswitches, SEJs, glued joints, crossings, check rails,buffers BG etc. available from any station yard/midsection/ LCs over Southern Railway outside theconcerned Dy.CE's jurisdiction, to required site orspecified Construction Stores Depot includingcollection of released rails also, if any, from along theRailway alignment, leading to the nearest roadapproach, loading, unloading and stacking the samein a neat and countable manner with contractor's roadvehicle, crew, labour, tools, consumable stores withall leads and lifts etc. complete and as directed.Note:The weight of rails for Class-II will be 95% of newrails.For lead upto 100 km.

MT 352.00 1102.00 387904.00

29 0700235 Transportation of BG PSC sleepers 60kg/52kg fromsleeper factories/ depots or in any stations or thescattered stacks of sleepers available in mid section/yards/ LCs/ other approachable locations oversouthern Railway to any road approachable locationsover Southern Railway close to the proposed linkingof track at specified locations or Construction StoresDepot, and unloading by contractor's crane (manualunloading not permitted), leading and stacking thesame near formation or as required in a neat andcountable manner clear of infringements to adjacenttracks with all leads and lifts etc. complete and asdirected.(All labour, tools, consumables, road vehiclesetc. by Contractor)For lead upto 100 km.

Each 1400.00 80.00 112000.00

30 0700243 Transportation of PSC Points and Crossing52Kg./60Kg. sleepers of various lengths rangingbetween 2.75m and 4.90m by Contractor's roadvehicles or other means from any of the PSC sleeperfactories/depots over Southern Railway to requiredsite /yards at road approachable location close toproposed location of assembling of points andcrossings at specified locations, unloading byContractor's crane (Manual unloading not permitted),leading and stacking the same near the formation in aneat and countable manner clear of infringements withall leads and lifts etc. complete and as directed.(Alllabour, material, road vehicles, consumables etc. byContractor) For 1 in 12 points and crossingsFromany factory lead up to 100 km.

Set 6.00 28868.00 173208.00




31 0800015 Painting of newly erected Steel Structures with twocoats of contractor's Aluminium paint (IS 2339) overone coat of paint Zinc chromate primer conforming toIS:104 followed by one coat of Zinc chromate redoxide primer conforming to IS: 2074 and of approvedquality including brushing down the dust and rust formthe steel members with all leads and lifts etc.,complete and as directed by the Engineer-in-charge. (All labour, materials and tools by the contractor.)

MT 105.00 2478.00 260190.00

32 0800017 Applying one coat of chemical resistant epoxy primerscreed of 5mm ( 500micron) thickness over concretesurface after preparing the surface duly removingexsiting dirt, grease, oil etc., from the surface byapproved means and applying epoxy primer screedof approved make of Fosroc, STD Ltd., Dr. Beck etc.,finishing the surface with epoxy sealer coat of 100micron over and above the screed as directed by theEngineer - in - charge. ( All labour, materials, toolsand consumables etc., by contractor.)

Sqm 3900.00 2275.00 8872500.00

33 0800035 Supply and fixing in position of PVC RAIN WATERDOWN PIPES of 160mm diameter and 4kgf/squarecentimetre including bends couplings etc., conformingto relevent IS specifications with necessary specialsas required and clamping with stanchions, jointing withgutters to make leak proof joints as per plan with allleads and lifts etc., complete and as directed by theEngineer - in - charge. ( All labour, materials and toolsand plants etc., by contractor.)

Metre 950.00 632.00 600400.00

34 0800200 Supplying and fixing in position 2mm thick Lexanembossed Polycarbonate clear sheets for striplighting in roof and in wall cladding / louvers to suit thesame profile of metal coated sheets used in roofingand wall cladding / louvers inclusive ofPoleycarbonate bolts and nuts neoprenewashers/Self tapping screws with suitable washersetc including transportation, handling and installationwith all leads and lifts etc. complete and as directed.(All labour, materials, tools and plants, otherconsumables by contractor. Payment shall be madefor lighting area in roofing and cladding and no extrapayment shall be made for over laps).

Sqm 1750.00 2050.00 3587500.00

35 0800417 Supplying and laying of Eurocon tiles or equivalentbrand of first quality for flooring and dadoing / skirting,laid over exisiting subgrade with CM 1;3, 20mm thick,with joints filled with appropriate colour cement with allleads and lifts etc. complete and as directed by theEngineer-in-charge. (All labour and material includingCEMENT by contractor).

Sqm 50.00 733.00 36650.00

36 0800418 Supplying and laying of Eurocon tiles or equivalentbrand of first quality for step risers and treads laidover the existing subgrade with CM 1:3, 20mm thickwith joints filled with approriate coloured cement asdirected by the Engineer-in-charge. (All labour andmaterial including CEMENT by contractor.)

Sqm 20.00 633.00 12660.00




37 1600032 Erection of pre-engineered structural steel memberssupplied in position including levelling, aligning, boltingetc. etc. with contractor's bolts and nuts etc. asspecified in drawing and applying patch painting ofprimer coat followed by two coats of synthetic enamelpaint of approved colour with all leads and lifts etc.complete and as directed. (All labour, material bycontractor) NOTE: 1. Payment shall be made for planarea of the pre engineered building after completion ofthe erection of the structure.

Sqm 7600.00 1130.50 8591800.00

38 1600046 Fabrication, transport and supply at site Pre-Engineered structural steel Primary Membersconsisting of the traverse rigid frames, lean to raftersand columns, canopy rafters, interior columns (beamand column frames), bearing frame, rafters andcorner columns and end wall columns fabrication withcontractor's steel to IS:2062-2011grade E 350BR asper approved drawing with one coat of ready mixedZinc chromate Yellow primer conforms to IS 104followed by one coat of Red oxide Zinc chromateprimer conforms to IS2074 and finishing with one coatof Aluminium paint including loading, leading, unloadingand stacking without causing any damage to thefabricated structure using Contractor's plant,machinery, transport, labour, etc. as directed by theEngineer-in-charge. NOTE: 1. Payment will be basedon drawing office dispatch list and theoretical weight.2. No Separate payment for welding, Bolts & Nuts andWashers Complete 3. 50% of the cost shall be paidafter the arrival of structural members at site after thecontractor submit an indemnity bond for the entiresteel. 4. 25% shall be paid after erection of steelstructure in position. 5. The balance 25% shall bereleased after completion of shed works in allrespects.

MT 395.00 106267.00 41975465.00

39 1600047 Fabrication, transport and supply at site Pre-Engineered structural steel Secondary Membersconsisting of the purlins, Girt, eves, struts, windbracings, flange bracings, base angles, clips andother miscellaneous structural parts with contractor'ssteel conforms to IS:2062-2011grade E 350 BR andas per approved drawing with one coat of readymixed Zinc chromate Yellow primer conforms to IS104 followed by one coat of Red oxide Zinc chromateprimer conforms to IS2074 and finishing with one coatof Aluminium paint including loading, leading, unloadingand stacking without causing any damage to thefabricated structure using Contractor's plant,machinery, transport, labour etc. as directed by theEngineer-in-charge. NOTE: 1. Payment will be basedon drawing office dispatch list and theoretical weight.2. No Separate payment for welding, Bolts & Nuts andWashers Complete 3. 50% of the cost shall be paidafter the arrival of structural members at site after thecontractor submit an indemnity bond for the entiresteel. 4. 25% shall be paid after erection of steelstructure in position. 5. The balance 25% shall bereleased after completion of shed works in allrespects.

MT 230.00 71673.70 16484951.00




40 1600048 Fabrication, transport and supply at site Pre-engineered structural steel Members consisting offabrication of Crane beams with contractor's steelconforms to IS: 2062-2011grade E 350 BR and as perapproved drawing with one coat of ready mixed Zincchromate Yellow primer conforms to IS 104 followedby one coat of Red oxide Zinc chromate primerconforms to IS2074 and finishing with one coat ofAluminium paint including loading, leading, unloadingand stacking without causing any damage to thefabricated structure using Contractor's plant,machinery, transport, labour etc. as directed by theEngineer-in-charge. NOTE: 1. Payment will be basedon drawing office despatch list and theoretical weight.2. No Separate payment for welding, Bolts & Nuts andWashers Complete 3. 50% of the cost shall be paidafter the arrival of structural members at site after thecontractor submit an indemnity bond for the entiresteel. 4. 25% shall be paid after erection of steelstructure in position. 5. The balance 25% shall bereleased after completion of shed works in allrespects.

MT 325.00 93738.55 30465028.75

41 1600049 Grouting steel stanchion base using CONBEXTRAGP2 or equivalent to a size of approximately 1.30mx0.61m and maximum depth of 0.10m duly cleaning ,removing loose particles etc., and fixing shutteringand grouting as per manufacturer's instruction to formeven surface with all contractor's men and materialsas directed by Engineer-in-charge.

Each 68.00 4460.00 303280.00

42 1600050 Erection of Railway's steel work consisting of 52kgrail as crane rail to correct level and alignment withMS clamps, necessary bolts, nuts, washers, etc.,complete and as directed by the Engineer- in- charge.All labour, materials, tools & plants with all lead, lift,etc., complete by contractor.

Metre 710.00 1037.00 736270.00

43 1700037 Supply and fixing in position of 21" dia. wind driventurbo ventilator system, top plate and vanes made ofAluminium alongwith suitable size FRP basearrangements duly cutting existing metal coated roofsheets for fixing at roof front, closing the left overgaps if any using suitable leak proof material with allleads and lifts etc. complete and as directed. (Alllabour, material, tools & plants , scaffoldingarrangements by contractor)

Each 95.00 8510.00 808450.00

44 1700038 Planning, designing & preparation of drawings for preEngineering Structural steel building, pile foundation,column, roof structure, structural steel building PEBgeneral arrangement drawing and detailed structuralsteel drawings including designing and submission ofdesign calculation booklets 2 sets, check print, print intracing sheet, CD/DVD , 6 copies of approved printsetc as directed by the Engineer - in - charge. (Alllabour, materials etc., by the contractor). NOTE: 1.50% Payment will be made after submitting the designand drawings for Railway's approval and Balance50% payment will be released only after obtainingapproval of the competent authority.

Sqm 7600.00 255.00 1938000.00

45 1700039 Proof checking charges in design and designcalculation from IIT / Anna University for theconstruction of Medium repair bay and light repair bayfor pre-Engineering Structural steel building in ACLoco shed at Perambur carriage works.

Each 2.00 157500.00 315000.00




Total 135782224.65

Schedule Schedule C-Items of works that are covered by USSOR 2011 as applicable to CHENNAI Division.



Supply and using cement at worksite :

1 033062 OPC 53 grade Tonne 5200.00 5497.00 28584400.00

Total 28584400.00

Schedule Schedule D-Items of works that are covered by USSOR 2011 as applicable to CHENNAI Division.



Supplying Reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position andbinding all complete.

1 045016 Thermo-Mechanically Treated bars Kg 557000.00 53.05 29548850.00

Total 29548850.00

4. ELIGIBILITY CONDITIONS

Standard Financial Criteria

S.No. Description ConfirmationRequired

RemarksAllowed

DocumentsUploading

1

ELIGIBILITY CRITERIA AND CREDENTIALS [a] Tenderers are required tosatisfy the following eligibility criteria - For advertised tender value exceedingRs.50 lakhs and upto Rs.15 Crores. [I] Total contract amount received duringthe last three financial years and in the current financial year. MinimumCriteria:- Should be a minimum of 150% of advertised tender value of work.the tenderer has to produce attested certificate from the employer/clientshowing the contractual amount received OR attested copy of the auditedFinancial Statements which includes, Trading, Profit and Loss Account ORBalance Sheet along with the certificate from the Chartered Accountant for thecontractual amount received etc. with the offer [CERTIFICATE FORCONTRACT AMOUNT RECEIVED]. [b] Tenderers are required to satisfy thefollowing eligibility criteria - For advertised tender value costing more thanRs.15 Crores [i]Total contract amount received during the last three financialyears and in the current financial year. Minimum Criteria:- Should be aminimum of 150% of advertised tender value of work. the tenderer has toproduce attested certificate from the employer/client showing the contractualamount received OR attested copy of the audited Financial Statements whichincludes, Trading, Profit and Loss Account OR Balance Sheet along with thecertificate from the Chartered Accountant for the contractual amount receivedetc. with the offer [CERTIFICATE FOR CONTRACT AMOUNTRECEIVED].Detailed description of Eligibility criteria for individuals/Partnershipfirms/JV firms etc is available in the tender document under clause 5.0ELIGIBILITY CRITERIA AND CREDENTIALS

No NoAllowed(Mandatory)

Standard Technical Criteria


RemarksAllowed

DocumentsUploading




1

ELIGIBILITY CRITERIA AND CREDENTIALS [a] Tenderers are required tosatisfy the following eligibility criteria - For advertised tender value exceedingRs.50 lakhs and upto Rs.15 Crores. [I] Should have completed in the lastthree financial years [i.e. current year and three previous financial years].Minimum criteria:- At least one similar single work, for a minimum value of 35%of advertised tender value of work. [EXPERIENCE CERTIFICATE] The singlesimilar work as defined in Tender Notice/Tender Document. [b] Tenderers arerequired to satisfy the following eligibility criteria - For advertised tender valuecosting more than Rs.15 Crores [I] Should have completed in the last threefinancial years [i.e. current year and three previous financial years]. MinimumCriteria:- They should have completed in the last three financial years [i.e.current financial year and three previous financial years) upto the date ofopening of tender - a] One similar single work for a minimum value of 35% ofadvertised tender value. Or b] Two similar single works each for a minimumvalue of 25% of advertised tender value. EXPERIENCE CERTIFICATE Thesingle similar work as defined in Tender Notice/Tender Document. Detaileddescription of Eligibility criteria for individuals/Partnership firms/JV firms etc isavailable in the tender document under clause 5.0 ELIGIBILITY CRITERIAAND CREDENTIALS


1.1Defination of Similar Work :- Any civil Engineering work of required valueinvolving structural steel works of Rs.88.9 lakhs.

No No Not Allowed

5. COMPLIANCE

Commercial-Compliance


RemarksAllowed

DocumentsUploading

1

The tenderer should upload an affidavit for verification of credentials enclosedas Annexure XVI. The original affidavit should be submitted to the officeconcerned within five days from the date of opening of the tender. Nonsubmission of the affidavit through online as well as original by the tenderershall result in rejection of his/their offer.


2The accepted rates should be deemed to include all taxes direct or indirectincluding Income Tax leviable under Central/State or Local Bodies Act orRules.

No No Not Allowed

3

Before submitting a tender, the tenderer will be deemed to have satisfiedhimself by actual inspection of the site and locality of the works, that allconditions liable to be encountered during the execution of the works aretaken into account and that the rates he enters in the tender forms areadequate and all inclusive to accord with the provisions in clause-37 of theIRSGCC for the completion of works to the entire satisfaction of the Engineer.

No No Not Allowed

4

Tenderers will examine the various provisions of The Central Goods andServices Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act,2017(IGST)/Union Territory Goods and Services Tax Act, 2017(UTGST)/respective state's State Goods and Services Tax Act (SGST) also,as notified by Central/State Govt & as amended from time to time andapplicable taxes before bidding. Tenderers will ensure that full benefit of InputTax Credit (ITC) likely to be availed by them is duly considered while quotingrates.

No No Not Allowed

5

The successful tenderer who is liable to be registered underCGST/IGST/UTGST/SGST Act, shall submit GSTIN along with other detailsrequired under CGST/IGST/UTGST/SGST Act to Railway immediately afterthe award of contract, without which no payment shall be released to theContractor. The Contractor shall be responsible for deposition of applicableGST to the concerned authority.

No No Not Allowed

6

In case the successful tenderer is not liable to be registered underCGST/IGST/UTGST/SGST Act, the Railway shall deduct the applicable GSTfrom his/their bills under reverse charge mechanism (RCM) and deposit thesame to the concerned authority.

No No Not Allowed




7 Annexure IX Details of Bank Particulars. Yes NoAllowed(Mandatory)

8Annexure XII Form -JV-1 Format for Power of Attorney for AuthorisedSignatory (if applicable in original or attested copy).

Yes NoAllowed(Optional)

9Annexure XIII Form -JV-2 Format for Power of Attorney to lead partner (ifapplicable in original or attested copy).


10 Annexure -XIV Form - JV-3 Format for Draft M.O.U. (if applicable). Yes NoAllowed(Optional)

11Annexure XV Form - JV -4 Draft format for Agreement (in the requiredproforma in original if applicable).


12Annexure-III Constitution of the Firm with required document copies i.e., JointVenture / Partnership Deed(s), Incorporation of Company etc.,


General Instructions


RemarksAllowed

DocumentsUploading

1Payment towards the EMD (Earnest Money Deposit) as indicated in the NITheader should be paid only through the E-Payment facility (i.e.) Net banking orPayment Gateway provided in the IREPS web portal.

No No Not Allowed

2If the date of opening of tender is declared a holiday at a later date, the tenderswill be opened on the next working day.

No No Not Allowed

3 Cost of Tender form amount once paid is non-refundable. No No Not Allowed

4Failure to furnish the EMD exclusively for each work will result in offerbecoming invalid.

No No Not Allowed

5Tenderers shall hold the offer open for acceptance for a minimum period of120 days from the date of opening of the tender

No No Not Allowed

6

All documents in support of fulfillment of eligibility criteria should be uploadedalong with the tender. Tenders without documentary evidence in support ofeligibility criteria will be summarily rejected. No post tender communication, inany form will be made or entertained, after opening of tenders. The tenderershall have no claims in this regard.

No No Not Allowed

7E-Tender Shall be rejected if it is not accompanied by [1] Cost of TenderDocument [2] EMD.

No No Not Allowed

8GST: It may please be noted that the supplier of Goods and/or services forthe said tender/agreement, would be subject to GST Act and rules asapplicable from time to time.

No No Not Allowed

9

Tenderers will examine the various provisions of The Central Goods andServices Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act,2017(IGST)/Union Territory Goods and Services Tax Act, 2017(UTGST)/respective state's State Goods and Services Tax Act (SGST) also,as notified by Central/State Govt & as amended from time to time andapplicable taxes before bidding. Tenderers will ensure that full benefit of InputTax Credit (ITC) likely to be availed by them is duly considered while quotingrates.

No No Not Allowed

10

The successful tenderer who is liable to be registered underCGST/IGST/UTGST/SGST Act, shall submit GSTIN along with other detailsrequired under CGST/IGST/UTGST/SGST Act to Railway immediately afterthe award of contract, without which no payment shall be released to theContractor. The Contractor shall be responsible for deposition of applicableGST to the concerned authority.

No No Not Allowed

11

In case the successful tenderer is not liable to be registered underCGST/IGST/UTGST/SGST Act, the Railway shall deduct the applicable GSTfrom his/their bills under reverse charge mechanism (RCM) and deposit thesame to the concerned authority.

No No Not Allowed




12

Before submitting a tender, the tenderer will be deemed to have satisfiedhimself by actual of the site and locality of the works, that all conditions liable tobe encountered during the execution of the works are taken into account andthat the rates he enters in the tender forms are adequate and all inclusive toaccord with the provisions in clause-37 of the IRSGCC for the completion ofworks to the entire satisfaction of the Engineer.

No No Not Allowed

13Unreleased EMD, if any, held with the Railway Administration, shall not beadjusted towards the EMD to be remitted.

No No Not Allowed

14 Discharged instruments towards EMD of other tenders will not be accepted. No No Not Allowed

15

If the Tenderer deliberately gives wrong information in his/their tender orcreates/create circumstances for the acceptance of his/their tender, theRailway reserves the right to reject such tender at any stage. The entire EMDwith Railway will be forfeited. In addition, action will be taken to suspend thebusiness with the tenderer for a period of one year.

No No Not Allowed

16Tenderers must upload details of all works on hand with them in Railways,other public sector undertakings and private sector undertakings in theproforma (ANNEXURE-IV) while submitting their offers.

No No Not Allowed

17All terms and conditions in the tender documents are binding on the tenderers.Manual tenders sent by Post/FAX/Courier or in Person SHALL NOT BEACCEPTED.

No No Not Allowed

18

Railway reserves the right to accept or reject any or all the tenders and toaward the work in whole or in part without assigning the reason for any suchaction. The General Conditions of Contract governing the performance of theworks covered by this tender are the Indian Railway Standard GeneralConditions of Contract as amended from time to time up to date. A soft of copyof the Indian Railway Standard General Conditions of Contract is uploaded inthe annexed documents to the tender. Hard copy may be perused in the officeof the Chief Administrative Officer/Construction/SouthernRailway/Egmore/Chennai - 600 008. In submitting his tender it would bedeemed that the tenderer has kept himself fully informed of the provision of theIRS General Conditions of Contract including all corrections and Amendmentsissued up to date and claim that he is not aware of any amendment orcorrection slip to the IRS GCC shall not be entertained.

No No Not Allowed

19

The tenderers are advised to visit the site of work in their own interest andacquaint themselves with the site conditions and expected quantum of work.Tenderer should refer for Special Conditons General & Technical, which areattached to the tender document in Documents attached to the tender. Thesespecial conditions form part of the tender document and will supplement to theconditions of tender already submitted by the tenderer, IRSGCC-2014alongwith updated correction slips, IRUSSR-2010. Where are provisions of thesespecial conditions are at variance with IRSGCC and other documentsmentioned above, these Special Conditions shall prevail.

No No Not Allowed

20

All documents related to MOU or Joint Venture/Agreement/Consortium shouldbe uploaded at the time of submission of bid as per Form given in AnnexureXIV and XV, Form JV-3 & JV-4. Original documents related to above shouldbe submitted to the office of the Chief Administrative Officer, Construction,Southern Railway, E.V.R. High Road, Egmore, Chennai-600 008 within tenworking days from the closing date of closing failing which the tender liable tobe rejected.

No No Not Allowed

Technical-Compliances


RemarksAllowed

DocumentsUploading

1

The tenderer should upload an affidavit for verification of credentials enclosedas Annexure XVI. The original affidavit should be submitted to the officeconcerned within five days from the date of opening of the tender. Nonsubmission of the affidavit through online as well as original by the tenderershall result in rejection of his/their offer.





2Annexure-II Experience Certificate duly attested as per the proforma orproforma filled up and signed by the tenderer based on the details furnished inthe certificate.


3 Annexure IV Statement of works on hand. Yes NoAllowed(Mandatory)

4 Annexure V List of Engineers/Personnel Yes NoAllowed(Mandatory)

5Annexure VI Details of Machinery (minimum as specified in relevant technicalconditions).

Yes NoAllowed(Mandatory)

6 Annexure VII Form for reporting of Employment of Railway Officers. Yes NoAllowed(Optional)

7 Annexure X Proforma for No Middlemen Yes NoAllowed(Mandatory)

8

Ballast test Certificate for collection and supply (if applicable) : For submissionof the ballast test certificate, List of approved laboratories is available in theTender Document Part E Technical Part-1 under ballast conditions. As pertechnical conditions, the tenderer at the time of tendering shall upload the Testreport of ballast from the approved laboratory/institution mentioned therein(under ballast conditions), failing which the offer shall be summarily rejected.


Undertakings


RemarksAllowed

DocumentsUploading

1I/ We have visited the works site and I / We am / are aware of the siteconditions.

No No Not Allowed

2

I/We have read the conditions of tender attached hereto and agree to abide bysuch conditions. I/We have perused the contract documents (i.e. GeneralConditions of Contract, Special Conditions and Indian Railways UnifiedStandard Specifications (2010), Southern Railway Specifications for Materials& Works (1969) and all other specifications and the Unified Standard Scheduleof Rates of the Southern Railway, 2011, and various schedules (Annexures),and all other documents attached to this tender) and that I/We am/are fullyaware that I/We will have to perform the contract if my/our tender is acceptedsubject to general conditions of contract aforesaid and also subject to theContract Documents complete aforesaid. I/We offer to do the work at the ratesshown in the Annexure annexed and hereby bind myself/ourselves tocomplete the work in the stipulated period as mentioned in the contractdocuments attached from the date of issue of letter of acceptance.

No No Not Allowed

3

I/We agree that until a formal agreement is prepared and executed,acceptance of this tender shall constitute a binding contract between ussubject to modifications as may be mutually agreed to between us andindicated in the letter of acceptance of my/our offer for this work.

No No Not Allowed

4

EMD in the form of Online payment shall stand deposited in case my/ourtender is accepted and forfeited without prejudice to any other right orremedies available to the Railway if: a] I/We do not execute the ContractDocuments within 7 [seven days] of receipt of information from Railway thatsuch documents are ready; b] I/We do not furnish the necessary bankguarantee for the Performance Guarantee required for the work within 30days of receipt of the Letter of Acceptance for the work, and c] I/We do notcommence the work within 15 (fifteen) days after receipt of Letter ofAcceptance for the work duly furnishing a programme for executing the workto the Railway for their approval.

No No Not Allowed

5I/We also agree to keep this tender open for acceptance for a period of 120days from the date fixed for opening the same and in default thereof I/We willbe liable for forfeiture of my/our Earnest Money.

No No Not Allowed

6Payment towards the EMD (Earnest Money Deposit) as indicated in the NITheader should be paid only through the E-Payment facility (i.e.) Net banking orPayment Gateway provided in the IREPS web portal.

No No Not Allowed




7

I/We also hereby agree to abide by the General and Special Conditions ofContract and to carryout the works according to the specification of materialsand works laid down by Southern Railway in the Tender Documents. I/We alsoundertake to carry out the work in accordance with the said Specifications andConditions of Contract, and to find and provide such of the materials (otherthan those to be supplied by the Railway) for, and to do all such things whichin the opinion of the Engineer may be necessary for, or incidental to theconstruction, completion and maintenance thereof and to complete the wholeof the said works in the tender documents in all respects, and hand them overto you or your representatives within the period specified; and to maintain thesame for the period and in the manner provided in the Conditions of Contract.

No No Not Allowed

8

I/We offer to do the above work at the specific rates/percentage rates quotedby me/us in the subject schedule and bind myself/ourselves to complete thework within the completion period specified from the date of issue of letter ofacceptance of this tender as per the milestone statement furnished in thescope of work/Letter of Acceptance and as per the agreed programme ofwork. As the Tenderer/Contractor is expected to adhere to the progress ofwork as per mile stone statement mentioned in the scope of work and in caseI/We fail in achieving the mile stone and programme, I/We understand andagree that the contract is liable to be terminated at my/our fault and costthereof, apart from penalties for the delays imposed at the discretion of theEngineer-in-Charge.

No No Not Allowed

9

I/We uploaded the following documents as required as per the TenderDocuments:- a) Partnership Deed Joint Venture Agreement details ofconsortium of firm (Annexure-III) etc. b) Power of Attorney. c) List of worksexecuted year wise during the last three years along with their values. d)Credentials issued by the Department for whom the work was executed bythe tenderer/s during the last three years (in the appropriate format). e) Thedocumentary evidence from the employer/client showing the contractualamount received OR attested copy of the audited Financial Statements suchas Trading, Profit and Loss Account OR Balance Sheet along with thecertificate from the Chartered Accountant for the contractual amount receivedetc. f) Experience Certificate issued by the Department/other as permitted inthe Tender Document (as shown in Annexure II). g) List of works on hand,their values and stage of completion (Annexure IV). h) List of engineeringpersonnel employed for the work (Annexure V). i) Details of Plant andMachinery (Annexure VI). j) Reporting of employment of retired GazettedOfficers (Annexure VII). k) Declaration for employing no middle man(Annexure X).l) Ballast Test certificate (If Applicable)

No No Not Allowed

10DECLARATION: I/We have examined and have no reservations to the Tenderdocuments, including Addenda/Corrigenda issued by the Railway;

No No Not Allowed

11DECLARATION: I/We declare that offer to execute all the Works in conformitywith the Tender Documents;

No No Not Allowed

12DECLARATION: I/We commit to submit Security Deposit and PerformanceGuarantee in accordance with the tender Documents, if my/our tender isaccepted;

No No Not Allowed

13DECLARATION: I/We commit to deploy minimum key personnel andequipments consistent with the stipulation in the relevant special conditions ofthe Tender Document, if my/our tender is accepted;

No No Not Allowed

14

DECLARATION: I/We commit to submit a detailed programme in conformitywith the milestones and completion period prescribed in the TenderDcouments and mile stone statements for all major activities and get theseapproved from the engineer prior to commencing work on such activities, andalso understand that the work shall be executed as per the approvedprogramme and the milestone statements without any deviations if my/ourtender is accepted;

No No Not Allowed

15DECLARATION: I/We commit to establish Testing Laboratory at the site ofwork with minimum Testing equipments indicated in the relevant specifications,if my/our tender is accepted; and further declare that

No No Not Allowed

16DECLARATION: I/We declare that I/We am/are not banned from doingbusiness with Railways;

No No Not Allowed




17DECLARATION: I/We declare that I/We do not have any partners who areindividuals or partners of firms banned from doing business with Railways;

No No Not Allowed

18DECLARATION: I/We declare that I/We are not sister concerns/allied partnerswho were individuals or firms or partners of firms banned from doing businesswith Railways

No No Not Allowed

19

DECLARATION: I/We declare that I/we further understand and agree that ifI/We were found during consideration of the tender to be a firm/individual orsister/allied concern or any individual or firms or partner of firms banned bythe Ministry of Railways from doing business with Railways and ban is still inforce, Earnest money deposit remitted by me/us will be forfeited in full;

No No Not Allowed

20

DECLARATION: I/We declare that if I/We were found during the course ofexecution of work to be an individual or firm or partner or firms or sister/alliedconcern of any individuals or firms banned by the Ministry of Railway fromdoing business with Railways and the ban is still in force, my/our securitydeposit and Performance Guarantee will be forfeited in full;

No No Not Allowed

21

DECLARATION: I/We declare that if I/We are found to be individual or firm orpartner of firm or sister/allied concern of any individuals or firms banned by theMinistry of railway from doing business with Railways during the considerationof tender or during the execution of work, I/We are liable to be banned fromdoing business for further periods to be specified by Railways;

No No Not Allowed

22

DECLARATION: I/We declare that for satisfying the eligibility conditionsmentioned in the Tender Documents, I/We have uploaded copies ofdocuments along with the tender in support of my/our claim of satisfyingeligibility conditions. I/We understand that I/We have to produce the originaldocuments if so demanded by the Railways. I/We understand that if any of thedocuments were found to be bogus at any stage, my/our earnest moneydeposit (before finalisation of tender) and/or security deposit and PerformanceGuarantee (after awarding work) will be forfeited in full and I/We are liable to bebanned from doing business with Railways for any period to be specified bythe Railways and also liable for legal proceedings against me/us.

No No Not Allowed

23

DECLARATION: I/We declare further that I/We have submitted full details ofwork on hand and progress thereon and I/We understand that if theinformation furnished by me/us were found to be false, my/our tender is liableto be rejected and Earnest money deposit in full is liable to be forfeited. If it isfound to be false at any stage, I/We are liable to be banned from doingbusiness with Railways for any period to be specified by Railways and alsoliable for legal proceedings against me/us.

No No Not Allowed

24

DECLARATION: Further I/We understand, agree and declare that you(Railway) are not bound to accept the lowest evaluated bid or any other bidthat you may receive and I/We have no claim/demand whatsoever in thisregard.

No No Not Allowed

25

DECLARATION: I hereby declare and commit that no agent, middleman orany intermediary has been, or will be, engaged to provide any services, or anyother items of work related to the award and performance of this contract. Ifurther declare and commit that no agency commission or any payment whichmay be construed as an agency commission has been, or will be, paid andthat the tender price will not include any such amount.

No No Not Allowed

6. Documents attached with tender

S.No. Document Name Document Description

1 TenderdocumentPartEtechnicalPart1.pdf Tender doc Part E Technical Part 1

2 PBW-392-II-scope.pdf Scope of work Part D

3 FINALTWOpacket-PartAtoC_1.pdf Tender document Part A to C

4TenderDocumentPart-E(Technical)-Part-1A.pdf

Tender Document Part E Technical Part 1A

5TenderDocumentPart-E(Technical)-Part-2.pdf

Tender Document Part E Technical Part 2




6 IR_Standard_GCC_July_2014_30_06_14.pdf GCC-2014

Signed By: VARUVEL ANTONY

Designation : XENWORKS


