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| 1 | Providing Mechanical Joint Colllar of reputed make conforming to IS Specifications including rubber ring, nut bolts, all materials required as per site conditions complete in all respect as per satisfaction of Engineer in Charge. |
| 2 | Providing Mechanical Joint Colllar 600 mm of reputed make conforming to IS Specifications including rubber ring, nut bolts, all materials required as per site conditions complete in all respect as per satisfaction of Engineer in Charge. |
| 3 | Providing and fixing of M.S specials of size upto 600mm i/d as per relevent IS specification(IS 1538:1989) IS marked complete in all respect as per the direction and satisfaction of EIC (Including cost of painting black). |
| 4 | Providing and fixing of 500mm i/d DI Sluice valve of IVC /VAG/ Kirloskar/ Tallis/ DVD make, PN-1.6 rating (rising type ) confirming to IS:14846-DIN- 3352 / BS-5163 bldg-IS-1865 G-400/1500/7 (with latest revision) specifications sluice valves 300mm and above to be provided with back thrust bearing and spur gear arrangment for easy operation, along with contingent material required for their fixing with pipes and specials laid in trenches complete in all respect to the eintire satisfaction of the Engineer-in-Charge.. |
| 5 | Making connection in 600mm running water supply line and 500- mm i/d CI/DI/MS-CI/DI/MS using Specials and Mechanical Joint Collar including excavtion by manual and mechanical means as per site condition,lifting and shifting of items using crane, Dewatering by 5/10/20 HP Pumps, welding,gas cutting, Concrete breaker, DG charges and all other charges as per site conditon complete in all respect with satisfaction of Engineer in charge. (Cost of Specials and MJ Collar will paid separately)1 Nos @ Dhrampur Chowk.. |
| 6 | Providing stringing out, jointing, cutting, and testing of 800mm i/d (824mm o/d) M.S. pipe Casing Pipe of 12mm thickness bo be laid via trenchless technology to be procured from SAIL/Jindal/TATA/Welspun/SKS Pipes only made up of M.S. plate of minimum 12mm thickness as per IS:2062, IS:3589-2001 with inside and outside coating of anti-corrosive paint as per relevant specification and IS code including welding,jointing, cutting of the pipe etc. all material and labour as per requirement complete in all respect as per direction and satisfaction of Engineer-in-Charge. |
| 7 | Providing stringing out, jointing, cutting, and testing of 500mm i/d (524mm o/d) M.S. pipe of 12mm thickness to be procured from SAIL/Jindal/TATA/ Welspun/SKS Pipes only made up of M.S. plate of minimum 12mm thickness as per IS:2062, IS:3589-2001 with food grade epoxy inside and bitumenious coating outside and as per relevant specification and IS code and laying the pipe same into casing pipe including welding, cutting of the pipe etc. all material and labour as per requirement complete in all respect as per direction and satisfaction of Engineer-in-Charge.. |
| 8 | [20.63.6]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 6. 350 mm i/d [Labour Rate] |
| 9 | [20.63.7]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 7. 400 mm i/d [Labour Rate] |
| 10 | [20.63.9]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 9. 500 mm i/d [Labour Rate] |
| 11 | [20.66.6]Cutting DI pipe and chipping or filling the surface to a uniform finish 6. 350 mm i/d [Through Rate] |
| 12 | [20.66.7]Cutting DI pipe and chipping or filling the surface to a uniform finish 7. 400 mm i/d [Through Rate] |
| 13 | [20.66.9]Cutting DI pipe and chipping or filling the surface to a uniform finish 9. 500 mm i/d [Through Rate] |
| 14 | [20.68.2]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 2. Above 300mm dia and up to 600mm dia [Through Rate] |
| 15 | [22.176.1]Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate] |
| 16 | [4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, 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. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. [Through Rate] |
| 17 | [4.17]Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). [Through Rate] |
| 18 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate] |
| 19 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 20 | [6.1.3]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 21 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] Please Enable Macros to View BoQ information |
