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| 1 | Laying of underground CPVC pipe line and installation of water storage tank for supply of drinking water at 400 kV substation colony, Bina |
| 2 | 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil |
| 3 | 4.1.2.3 \\"Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :..With 40mm nominal size graded stone aggregate..M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate....\\" |
| 4 | 5.9.1 \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Foundations, footings, bases of columns, etc. for concrete upto plinth level\\" |
| 5 | 5.16.6 \\"Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detalingIS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3.Couplers shall be conforming to IS code on \\"Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification\\")..Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786..\\" |
| 6 | 2.24 Filling available excavated earth (excluding hard rock/Ordinary 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. |
| 7 | 5.1.1 \\"Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level :..M-20 Grade Concrete\\" |
| 8 | 6.3.1 \\" Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete..Cement mortar 1:4 (1 cement : 4 sand).. \\" |
| 9 | 2.27.1 \\"Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete...With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)\\" |
| 10 | 4.1.1.3 \\"Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :.With 20mm nominal size graded stone aggregate..M-15 - Grade concrete\\" |
| 11 | 18.7.6 \\"Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipe and fittings with onestep CPVC solvent cement, trenching, refilling andtesting of joints complete as per direction of Engineer-in- Charge..External Work..50 mm nominal outer dia .Pipes.\\" |
| 12 | 18.7.3 \\"Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipe and fittings with onestep CPVC solvent cement, trenching, refilling andtesting of joints complete as per direction of Engineer-in- Charge..External Work..25 mm nominal outer dia .Pipes..\\" |
| 13 | 18.7.4 \\"Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipe and fittings with onestep CPVC solvent cement, trenching, refilling andtesting of joints complete as per direction of Engineer-in- Charge..External Work..32 mm nominal outer dia .Pipes..\\" |
| 14 | 18.13.4 \\"Providing and fixing CPVC gate valve with knob of approved quality...50 mm nominal bore\\" |
| 15 | 18.13.2 \\"Providing and fixing CPVC gate valve with knob of approved quality...32 mm nominal bore. \\" |
| 16 | 18.13.1 \\"Providing and fixing CPVC gate valve with knob of approved quality...25 mm nominal bore\\" |
| 17 | 18.19.1 \\"Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floatingcoat of neat cement complete as per standard design..With common burnt clay bricks of 25 kg /sqcm compressive strength.\\" |
| 18 | 18.28 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank |
| 19 | 18.8.3.6 \\"Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc...External work : including trenching and refilling etc...50 mm dia. nominal bore\\" |
| 20 | 4 NSOR Supply , filling & compaction of Moorum with boulders / Copra with boulders below yard structure foundations in black cotton soil strata including cost of all material, labour, T&P, taxes, royalty, transportation, watering etc. complete as per direction of Engineer in charge. Please Enable Macros to View BoQ information |
