Rajasthan SOR

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    SL. NO DESCRIPTION UNIT RATE(A) COMPOUND WALL / CULVERT / BLDG. / YARDLIGHT / TANKS / PUMP INSTALL. EXCEPT DRIVEWAY

    1 FINANCIAL LIMIT

    SITE SURVEY

    2 SITE SURVEY UPTO 2000 SQM Lump Sum 6500

    3 From 2001 to 10000 SQM Lump Sum 8500

    4 ACRE BEYOND 10000 SQM Lump Sum 2750

    5 SITE CLEARANCE SquareMetres

    2

    6 EXCAVATION IN EARTH 3M CubicMetres

    95

    8 EXCAVATION-HARD ROCK3m CubicMetres 480

    10 SAND FILLING - LAYERS

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    SL. NO DESCRIPTION UNIT RATE

    SCHEDULE OF RATES - FOR RAJASTHAN STATE

    15 PCC WORK-1:2:4 CubicMetres

    2630

    16 PCC WORK-1:3:6 Cubic

    Metres2060

    17 PCC WORK-1:4:8 CubicMetres 1825

    18 PCC WORK-1:5:10 CubicMetres

    1535

    19 PCC 1:1.5:3 FOR DPC SquareMetres

    190

    20PCC 1:1.5:3-GROUT. MS STRUCT. Cubic

    Metres 3060

    21 RCC1:1.5:3 FOUND. / PLNTH. / RET. WAL CubicMetres 3260

    22 RCC1:1.5:3 COLUMNS / SLAB / TIE / CULVERT ETC. CubicMetres 3360

    23 RCC1:1.5:3 FOR COPING CubicMetres

    3360

    24 UNDER REAMED PILES-150 MM RunningMetre

    435

    25 UNDER REAMED PILES-230 MM RunningMetre

    505

    26 UNDER REAMED PILES-300 MM RunningMetre

    650

    27 UNDER REAMED PILES-350 MM RunningMetre

    740

    28 REINFORCEMENT STEEL IS:1786 Metric Ton 36500

    29 BRICK MASONRY: SUB STR.-NEW BRICK CubicMetres

    1840

    PCC WORK : Providing and laying PCC using graded stone aggregate of specified size and down. The job includes machine mixing, providing formwork,

    MS/plywood (minimum 19 mm thick) shuttering if directed by Engg.-In-Charge, placing, compacting by hand ramming, curing for a period of 14 days etc, all

    complete as per direction of Engg.-In-Charge. Removing of shuttering to be done carefully without such shock and vibration as to damage the PCC work. For

    PCC 1:1.5:3 using 20 mm and down size graded stone aggregates. Vibrator to be used whenever directed by Engg.-in-Charge without any extra cost.

    Same as Item No.14 but for PCC 1:2:4 using 20 mm and down size graded stone aggregates

    Same as Item No.14 but for PCC 1:3:6 using 20 mm and down size graded stone aggregates

    Same as Item No.14 but for PCC 1:4:8 using 40 mm and down size graded stone aggregates

    Same as Item No.14 but for PCC 1:5:10 using 40 mm and down size graded stone aggregates

    PCC 1:1.5:3 FOR DPC: Providing and laying 50 mm thick DPC in 1:1.5:3 mix with 6 to 12 mm size aggregate and waterproofing compound of approved ISI

    make at the rate of 1 kg per bag of cement. Job includes all formwork, side MS/plywood (Minimum 19 mm thick) shuttering, proper compaction, hand

    ramming and curing for 14 days, and supplying / applying a coat of hot bitumen of grade 60/70 on top, all complete including spreading of sand as required.

    Providing and laying PCC 1:1.5:3 mix using 20mm and down stone aggregate for grouting Angles / MS Structurals. Other specs as per item no. 14. MS

    Structurals will be paid separately.

    REINFORCED CEMENT CONCRETE: Providing, Mixing, laying and placing RCC 1:1.5:3 mix with Ordinary Portland Cement using 20 mm and down size

    graded crushed stone aggregate including providing and fixing necessary plywood (minimum 19 mm thick) / steel shuttering, scaffolding, machine mixing,

    compacting by mechanical vibrators (needle / skid etc), curing, hacking the surface to receive plaster using plastic / PVC sheet of thickness minimum 20

    micron under RCC, as directed wherever required etc. all complete. Machine mixing to be done without exception. Rate shall be exclusive of the cost of steel

    reinforcement. Concreteshall conform to relevant specifications of IS 456:2000 Latest Edition. For footings / foundations / plinth beam / floor beam / retaining

    wall etc.

    Superplasticiser Rheobuild SP1 (Napthalene base) shall be dosed in mixing water after 50-70% of mixing water has been added in the mixer machine. The

    dosage wil l be in the range of 0.6% to 0.8% by weight of cement (i.e. 300ml - 400ml per 50 kg. bag of cement) to get desired workabil ity. Equivalent

    Napthalene based superplasticiser may be used in manufacturer's specified proportions / methods after prior approval of Engg.-in-Charge .

    Same as Item No. 21 bu t for Column / Tie beams / Chhajja / Lintel / roof slab / stair case / culvert slab etc.

    Same as Item No.21 but for Coping

    Earth work under pile foundation of specified dia til l specif ied depth using hand auger or mechanical auger as approved in ordinary soil true to plumb,

    providing M-25 concrete for under reamed piles up to required depth with bulbs as directed and as per IS:2911 etc. complete as per design and direction of

    Engg.-In-Charge. Reinforcement steel shall be paid separately. 150 mm d iameter.

    Same as Item No.24 but for 230mm dia

    Same as Item No.24 but for 300mm dia

    Same as Item No.24 but for 350 mm dia

    REINFORCEMENT STEEL Supply, fabrication, hoisting and placing in position HYSD reinforcement bars conforming to IS:1786-Latest Edition of Grade FE-

    415 / TMT bars of same grade as per detailed drawing and specifications including cutting, bending, cranking and tying with 18 SWG black annealed binding

    wire complete. The rates shall be applicable for all heights and depths. Payment shall be made as per reinforcement drawings and with theoretical weights

    only including all authorised laps, chairs, spacers and hooks.

    Bidder's Seal & Signature Page 2 of 37

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    SL. NO DESCRIPTION UNIT RATE

    SCHEDULE OF RATES - FOR RAJASTHAN STATE

    30 BRICK MASONRY: SUB STR-OLD BRICKS CubicMetres

    790

    31 BRICK MASONRY: SUPER ST.-NEW BRICK CubicMetres

    1960

    32 BRICK MASONRY: SUPER ST-OLD BRICKS CubicMetres

    820

    33 PARTITION 115-NEW BRICK MASONRY Square

    Metres

    270

    34 RANDOM RUBBLE MASONRY-SUB STR. CubicMetres

    1345

    35 RANDOM RUBBLE MASONRY-SUPER STR. CubicMetres

    1410

    36 MASONARY WITH CC BLOCKS CubicMetres 3400

    37 DRESSED STONE MASONRY CubicMetres

    1800

    38 RUBBLE PITCHING 230 MM THICK SquareMetres

    95

    39 RUBBLE PITCHING 150 MM THICK SquareMetres

    75

    40 RUBBLE SOLING 230 MM THICK SquareMetres

    95

    BRICK MASONRY WORKS: Providing and constructing following brick masonry in CM 1:5 using locally available bricks of Class designation 75 (minimum)

    and conforming to IS 1077:1986 including providing all openings and projections, raking the joints to 1 cm deep, scaffolding, soaking of bricks in water prior

    to use and curing etc all complete as per specifications .

    SUB STRUCTURE: Providing and laying brick masonry as above for foundation below DPC level.

    SUB STRUCTURE below DPC level: Same as item no. 29 but using old bricks taken out from demolished masonry. Rate includes removing mortars and

    cleaning of bricks etc. complete. Once the demolition is over, the party has to take out the usable good bricks and stack them properly to enable Engg.-In-

    Charge to assess the quantity of bricks for future reference and calculation. Once the assessment is made it is dutyof the contractor to obtain certificate from

    Engg.-In-Charge about the quantity of usable bricks available before these bricks are put to use. In absence of certificate no payment will be made. However,in no case the old bricks shall be used without the assessment of quantity and clearance to use the old bricks is given by the Engg.-In-Charge.

    SUPER STRUCTURES. Providing and laying brick Masonry as item no. 29 but for superstructure above DPC level including scaffolding.

    SUPER STRUCTURE: Same as item no. 29 but using old bricks taken out from demolished masonry. Rate includes removing mortars and cleaning of bricks

    etc. complete. Once the demolition is over, the party has to take out the usable good bricks and stack them properly to enable Engg.-In-Charge to assess the

    quantity of bricks for future reference and calculation. Once the assessment is made it is duty of the contractor to obtain certificate from Engg.-In-Charge

    about the quantity of usable bricks available before these bricks are put to use. In absence of certificate no payment will be made. However, in no case the old

    bricks shall be used without the assessment of quantity and clearance to use the old bricks is given by the Engg.-In-Charge.

    Same as item no.29 but for 115 mm thick in part it ion walls in CM 1:4. Rate to include providing 75 mm thick RCC 1:1.5:3 bands using 2 nos 8 mm dia

    Torsteel reinforcement at every 1 M height of wall including plywood / MS shuttering. Steel reinforcement shall be paid for separately.

    Providing and constructing random rubble masonry with good quality stone in CM 1:5 for substructure & superstructure as per IS:1597, part-1, latest edition.

    Rate to include soaking stones, raking the joints to 1 cm deep and curing complete. One Through / Bond stone shall be provided for every square meter of

    facing, evenly distributed in a staggered pattern. They shall have about 0.03 sqm in face area and shall have a tailing for the full width of masonry upto

    600mm.

    If masonry wall is over 600mm thick, a line of headers (not less than 450mm length ) overlapping each other by 150mm shall be laid. Bond stones shall be

    distinctly marked on its face during construction for verification. Quoin / key / corner stone shall not be less than 0.03 cum in volume. FOR SUBSTRUCTURE

    Same as item no. 34 but FOR SUPERSTRUCTURE including scaffolding

    Providin