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SCHEDULE OF RATES.pdf - Hindustan Petroleum Corporation ...

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Providing and laying PCC 1:4:8 using 40 mm and down size graded stone aggregates including<br />

machine mixing, providing formwork if required, placing, compacting by hand ramming , curing etc<br />

complete.<br />

12 PCC 1:3:6 M3 2701.50<br />

Providing and laying PCC 1:3:6 using 40 mm and down size graded stone aggregates including<br />

machine mixing, providing formwork if required, placing, compacting by hand ramming, curing etc<br />

complete.<br />

13 PCC 1:2:4 FOR DPC SM 348.49<br />

Providing and laying 50 mm thick DPC in PCC 1:2:4 mix with 6 to 12 mm size HBG aggregate in<br />

two layers of 20 mm thick with two coats of hot bitumen (Grade A- 90/S-90 conforming to IS 73)<br />

applied at rate 1.7 Kg per sq.mtr. over each layers as per specifications including cleaning,<br />

watering ;the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling each<br />

layer of dry and sharp sand over the hot bitumen etc. all complete as per drawing, Engineer-incharge<br />

direction.<br />

14 RCC 1:2:4 FOR COPING M3 3872.15<br />

Providing and laying 60 mm average thickness coping in CC 1:2:4 mix using 6 to 12 mm stone<br />

aggregate with 40 mm projection on either side of wall with drip mould. Rate to include 20 mm<br />

thick plaster in cm 1:4 for fixing of glass pieces including mixing, providing necessary shuttering,<br />

compaction and curing. Thickness of coping at the ends shall be 40 mm and 80 mm at centre .<br />

15 PCC 1:2:4 FOR GROUTING ANGLE M3 3647.03<br />

Providing and laying PCC 1:2:4 mix using 20mm to 12 mm stone aggregate including mixing,<br />

providing necessary shuttering, compaction and curing etc complete.<br />

16 RCC 1:1.5:3 FOR FOOTING M3 4952.75<br />

Providing , mixing and placing REINFORCEMENT CEMENT CONCRET 1:1.5:3 mix with Ordinary<br />

Portland Cement using 20 mm and down size graded crushed aggregate including providing and<br />

fixing necessary plywood /steel shuttering , scaffolding, machine mixing, compacting by vibrators,<br />

curing, hacking the surface to receive plaster etc. complete. Rate shall be exclusive of the cost of<br />

steel reinforcement, which will be paid under a separate item. Concrete conforming to relevant<br />

specifications of IS 456 Latest Edn.<br />

17 RCC 1:1.5:3 FOR COLUMNS/BEAMS M3 5267.93<br />

Same as above but for columns/beams<br />

18 RCC 1:1.5:3 FOR CULVERT SLAB M3 5574.10<br />

Same as above but for culver slab<br />

19 UR PILES 350MM DIA MT 1060.79<br />

UNDER REAMED PILES : Providing RCC 1:1.5:3 for under reamed piles up to required depth<br />

with double bulbs as per IS 2911 etc. All complete. Pile cap and reinforcement steel shall be paid<br />

separately. Size 350 mm diameter<br />

20 UR PILES 300MM DIA MT 940.12<br />

Same as above but size 300 mm diameter<br />

21 UR PILES 230MM DIA MT 751.92<br />

Same as above but size 230 mm diameter<br />

22 REINFORCEMENT STEEL TM 46826.00<br />

Supply ,fabrication, hoisting and placing in position HYSD reinforcement bars conforming to<br />

IS1786 -Latest Edition Grade FE 415 /TMT bars of same grade as per detailed drawing and<br />

specifications including cutting, bending, cranking and tying with 18 SWG black annealed binding<br />

wire complete. The rates shall be applicable for all heights and depths. Payment shall be made as<br />

per reinforcement drawings and with theoretical weights only including all authorised laps, chairs,<br />

spacers and hooks.<br />

23 BRICK MASONRY SUBSTRUCTURE M3 3602.00<br />

BRICK MASONRY WORKS :Providing and constructing following brick masonry in CM 1:5 using<br />

first quality bricks of Class designation 35 (minimum) and conforming to IS-1077-1986 including<br />

providing all openings and projections , raking the joints to 1 cm deep, scaffolding, soaking of<br />

bricks in water prior to use and curing etc complete as per specifications . SUBSTRUCTURE:<br />

Providing and laying brick masonry as above for foundation below DPC level.<br />

24 BRICK MASONRY SUPERSTRUCTURE M3 3872.15<br />

Providing and laying brick Masonry as above but for superstructure above DPC level including<br />

scaffolding.<br />

25 PARTITION 115-BRICK MASONRY SM 450.25<br />

Providing & laying brick masonry as above but for 115 mm thick in partition walls in CM 1:4. Rate<br />

to include providing 75 mm thick RCC 1:1.5:3 bands using 2 nos 8 mm dia Torsteel reinforcement<br />

at every 1 M height of wall including plywood/ MS shuttering. Steel reinforcement shall be paid for<br />

separately.<br />

26 BRICK MASON WITH USED BRICKS M3 1530.85<br />

Seal and Signature of the tenderer Page 2 of 41

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