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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. |
| 3 | Repairing of Existing PVC water line including bailing out of water by /Manually/Deisel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe) 250 mm dia |
| 4 | 200 mm dia |
| 5 | 160 mm dia |
| 6 | 140 mm dia |
| 7 | 110 mm dia |
| 8 | Supply of PVC pipe 6 Kg/Cm2 Pressure with required PVC standard special confirming to IS : 4985-2000 with latest amendment Make-Finolex Industries Ltd./Kisan/Supreme Industries Ltd. (Rate As Per Comparative Statement per Rm.) 250 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 9 | 200 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 10 | 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 11 | 140 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 12 | 110 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 13 | Repairing existing AC/CI/DI water line i/c all required materials such as CID joints, rubber packing, nut & bolts, bailling out of water, all labour and T&P i/c cutting of pipe etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and M.S. Special.) 500 mm dia. |
| 14 | 400 mm dia |
| 15 | 350 mm dia |
| 16 | 300 mm dia |
| 17 | 250 mm dia |
| 18 | S/F of M.S. specials such as Tee, Bend, Collars, Tapers, Gap Pieces, including flage ends as required, painting, cutting, welding as per site requirement of MS pipe thickness etc. complete in all respect as per direction of E/I. |
| 19 | P/F Sluice Valve Shall generally conform to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corrensponding to BS EN-558/ ISO 5752 Basic Series 3 in CI Construciton having metal seating (IS 318 Gr. LTB 2). with complete Component & Material of construction following below:- 1. Body/Door/Dome -Cast Iron IS 210 Gr. FG 260 2. Spindle- Non rising ; Stainless Steel AISI 410 3. Body Seat/Door Face - Gun Metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) 4. Rivets - Soft annealed brass 5. Spindle Nut - Gun Metal : IS 318 Gr. LTB 2 6. Stem Seal - Greased Hemp 7. Fasteners - Carbon Steel 8. Flange Drilling - IS 1538 Table 4 & 6 9. PN 1.0 10. Accessories (400 mm and above) - Ball thrust bearing to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug 11. Painting/Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) 12. Hydro-test - (Open Ended Only) Seat: 10/16 Kg/cm²; Body 15/24 Kg/cm² 13. Upto 600 mm dia Manual Operated & above 600 mm Gear Box Make-Indian Valve Pvt. Ltd. (IVC)/Kirloskar Brothers Limited (KIRLOSKAR) 100 mm dia |
| 20 | 150 mm dia |
| 21 | 200 mm dia |
| 22 | 250 mm dia |
| 23 | 300 mm dia |
| 24 | Constructing masonry Chamber 90x90x100 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 10.00 |
| 25 | 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 10.00 |
| 26 | Hire Charge of Generator (Including cost Service of operating staff, supply of lubricating oil and diesel also) D.G. Set/Generator 63 KVA |
| 27 | Hiring of Gas cutting set with oxygen and LPG Running time @ 6 Hrs/Day (Including Service cost of operating staff, supply of necessory items as oxygen & LPG etc). |
| 28 | Hiring of Welding Set Running Time @ 6 Hrs/Day (Including Service cost of operating staff, supply of suitable electrodes etc). |
| 29 | Providing & Fixing CID Joints complete with Rubber rings and Nut-Bolts including all taxes & Contractor profit etc. complete as per direction of E/I. 150 mm dia |
| 30 | 200 mm dia |
| 31 | 250 mm dia |
| 32 | 300 mm dia |
| 33 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 34 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 37 | 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. |
| 38 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Please Enable Macros to View BoQ information |
