Original EstimateN/W Construction of two common room and one warden office at G H-I

SLNo Description Qty Unit Rate1 E A R T H W O R K

1.1

1.1.1 All kinds of soil. 75 cum 130.81.2

1.2.1 All kinds of soil

1.2.1.1 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 15 metre 165.61.3

50 cum 83.81.4

32 cum 749.3Sub-Total

2 C O N C R E T E W O R K

2.1

2.1.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 12 cum 4514.05

2.1.2 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).40 cum 3593.3

2.2

40 sqm 338.75Sub-Total

3 REINFORCED CEMENT CONCRETE

3.1

3.1.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)19 cum 5735.75

3.2

33 cum 5494.55

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement :

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

3.3

26 cum 5684.553.4 Centring and shuttering including strutting, propping etc. and removal of form for :

3.4.1 Foundations, footings, bases of columns, etc. for mass concrete. 20 sqm 166.93.4.2

180 sqm 285.153.4.3 Suspended floors, roofs, landings, balconies and access platform. 40 sqm 311.23.4.4 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 285 sqm 262.253.4.5 Columns, Pillars, Piers, Abutments, Posts and Struts. 145 sqm 365.63.4.6 Arches, domes, vaults upto 6 m span 270 sqm 866.73.4.7 Extra for arches, domes, vaults exceeding 6 m span 270 sqm 417.853.4.8 Edges of slabs and breaks in floors and walls.

3.4.8.1 Under 20 cm wide 50 metre 99.453.4.9 Cornices and mouldings 90 sqm 495.53.5

3.6

3.6.1 Thermo-Mechanically Treated bars. 3200 kg 62.253.7

3.7.1 Thermo-Mechanically Treated bars. 7500 kg 62.253.8

90 mtr 22.25Sub-Total

4 B R I C K W O R K

4.1

4.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 33 cum 3316.554.2

4.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 60 cum 3876.154.3

4.3.1 Cement mortar 1:4 (1 cement :4 coarse sand) 45 sqm 476.854.4

45 sqm 22.24.5

48 metre 26.05Sub-Total

5 W O O D A N D P. V. C. W O R K

Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.

Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means.

Brick edging 7cm wide 11.4cm. deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

5.1

5.1.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.12 sqm 1578.3

5.212 92.9

5.3

5.3.1 Fixed to steel windows by welding. 280 kg 90.755.4

5.4.1 150x10 mm 36 each 35.85.4.2 100x10 mm 36 each 29.45.5

5.5.1 100 mm 36 each 21.255.6

5.6.1 250 mm weighing not less than 150 gms. 18 each 25.855.7

5.7.1 300x16 mm 3 each 203.85.8

5.8.1 300x10 mm 6 each 100.45.8.2 250x10 mm 6 each 86.455.9

5.9.1 125 mm 6 each 62.55.1

5.10.1 Twin rubber stopper 6 each 71.555.11

5.11.1 With 12 mm mild steel U beading. 15 sqm 1160.3Sub-Total

6 S T E E L W O R K

6.1

50 kg 66.5

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters :

Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm of door

areaProviding and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :

Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :

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

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

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:

6.2

6.2.1

175 kg 96.36.3

6.3.1 Profile B

6.3.1.1 Fixing with adjustable lugs with split end tail to each jamb. 35 metre 346.756.3.2 Profile C

6.3.2.1 Fixing with adjustable lugs with split end tail to each jamb. 150 metre 370Sub-Total

7 F L O O R I N G

7.1

7.1.1 40mm thick with 20mm nominal size stone aggregate. 45 sqm 280.057.2

7.2.1 18 mm thick. 5 sqm 258.27.3

3 cum 5269.17.4

7.4.1 Medium shade pigment with 50% white cement and 50% ordinary cement.25 sqm 537.85

7.5

7.5.1

7.5.1.1 Medium shade pigment with 50% white cement and 50% ordinary cement.5 sqm 621.9

7.6 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer , but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment).

Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Providing and fixing pressed steel door frames conforming to IS: 4351 manufactured from commercial mild steel sheet of 1.60 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges, 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.

Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.

Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete.

40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc. complete :

Marble chips skirting (upto 30 cm height) rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume :

18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 coarse sand) :

7.6.1 40 mm wide and 4 mm thick. 300 metre 29.47.7

7.7.1 Medium shade using 50%white cement and 50% ordinary cement. 215 sqm 722.37.8

7.8.1 Medium shades using 50% white cement and 50% ordinary cement. 11 sqm 909.17.9

260 sqm 724.257.1

5 sqm 764.55Sub-Total

8 R O O F I N G

8.1

6 each 148.75Sub-Total

9 F I N I S H I N G

9.1 12 mm cement plaster of mix :

9.1.1 1:6 (1 cement : 6 coarse sand) 150 sqm 121.059.2 15 mm cement plaster on rough side of single or half brick wall of mix :

9.2.1 1:6 (1 cement : 6 coarse sand) 290 sqm 140.459.3

270 sqm 136.259.4

9.4.1 Two or more coats on new work. 710 sqm 37.359.5 Applying priming coat :

9.5.135 sqm 25.85

9.6

9.6.1 Two or more coats on new work 125 sqm 53.85

Precast terrazo tiles 22mm thick with graded marble chips of size upto 12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :

Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of :

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.

6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.

Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.

With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

9.7

190 sqm 417.359.8

9.8.1 15 mm wide and 15 mm deep groove 450 metre 23.659.9

710 sqm 76.05Sub-Total

10 DISMANTLING & DEMOLISHING

10.1

10.1.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). 1 cum 671.0510.2

1 cum 978.9510.3

10.3.1 In cement mortar 1 cum 566.6Sub-Total

11 D R A I N A G E

11.1

11.1.1 150 mm dia. R.C.C. pipe 15 metre 254.511.2

11.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.53 each 3193.5

Sub-Total

12 WATER PROOFING

Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately).

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design :

12.1

270 sqm 311.5Sub-Total

13 MINOR CIVIL MAINTENANCE WORK

13.1

25 Cum 45.5813.2

270 Sqm 16613.3

180 Sqm 105013.4

59 Cum 372.3513.5

100 Sqm 18Sub-Total

Total

Add Contingencies @3.00%

Grand Total

Say

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying :a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around.d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of measurement the entire treated surface will be measured.

Carraige of material by mechanical transport including loading,unloading and spreading earth in required slope and a layerof 20 cm as directed by Engineer in-charge.

(A) building rubbish upto 2 km lead.

Supply, diluting and injecting chemical emulsion for pre-constructional anti termite treatment and creating a continuous chemical barrier under and alround the column pits, wall, trenches, basement excavation, top surface of plinth filling, junction of wall and floor ,along external perimeter of building , expansion joints , over the top surface of consolidated earth on which apron is to be laid surroundings of pipes and conduits etc. complete as per specifications ( plinth area of building at ground floor only shall be measured for payment.)With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Providing and fixing G.I sheet of 24 guage size 0.75 m x 3.00 m alround construction area with vertical ballies @ 2.5 m center to center and three number horizontal ballies of 75 mm to 100 mm dia. height upto 3.00 m including bracing of ballies at every 10 m. Removal of above material after due dismantling and taking back the material from the work site after completion of the work.

Extra for doing R.C.C work 1:1.5:3 instead of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Providing and fixing AC sheet strips 40 mm wide 6 mm thick in CC flooring pavement etc. complete.

Original EstimateConstruction of two common room and one warden office at G H-I

Amount DSR No.

2

2.8

9810 2.8.1

2.1

2.10.1

2484 2.10.1.2

4190 2.25

23978 2.27

40462

4

4.1

54169 4.1.3

143732 4.1.8

13550 4.17

211451

5

5.2

108979 5.2.2

181320 5.3

147798 5.5

5.9

3338 5.9.1

51327 5.9.2

12448 5.9.3

74741 5.9.5

53012 5.9.6

234009 5.9.9

112820 5.9.10

5.9.16

4973 5.9.16.1

44595 5.9.17

5.11

5.22

199200 5.22.6

5.22A

466875 5.22A.6

2003 5.3

1697438

6

6.1

109446 6.1.2

6.4

232569 6.4.2

6.13

21458 6.13.2

999 6.14

1250 6.44

365722

9

9.21

18940 9.21.1

1115 9.26

9.48

25410 9.48.1

9.63

1289 9.63.3

1058 9.63.4

9.66

765 9.66.2

9.68

465 9.68.2

9.96

611 9.96.1

9.97

602 9.97.1

519 9.97.2

9.1

375 9.100.1

9.101

429 9.101.2

9.135

17405 9.135.2

68983

10

3325 10.2

10.11

16853 10.11.1

10.14

10.14.1

12136 10.14.1.1

10.14.2

55500 10.14.2.1

87814

11

11.3

12602 11.3.1

11.6

1291 11.6.1

15807 11.7

11.11

13446 11.11.3

11.12

11.12.1

3110 11.12.1.3

11.13

8820 11.13.1

11.16

155295 11.16.2

11.18

10000 11.18.2

188305 11.36

3823 11.37

412499

12

893 12.22

893

13

13.4

18158 13.4.2

13.5

40731 13.5.2

36788 13.17

13.42

26519 13.42.1

13.5

905 13.50.1

13.61

6731 13.61.1

79297 13.72

13.73

10643 13.73.1

53996 13.8

273768

15

15.2

671 15.2.1

979 15.3

15.7

567 15.7.4

2217

19

19.6

3818 19.6.2

19.27

9581 19.27.1

13399

22

84105 22.6

84105

50

1140 50.5

44820 50.7

189000 50.8

21969 50.13

1800 50.44

258729

3517480

105524

3623004

3623004