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| 1 | Dismentaling manualy/by mechanical means i/c stacking of serviceable material and disposal of unserviceble material within 50 mtr. lead of Bituminous Road. (DSR-18, I.No.-15.43.2/P-261) |
| 2 | Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 m lead as per direction of E/I nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (DSR-18, I.No.-15.2.1/P-258) |
| 3 | Earth work in excavation by mechanical means (hydraulic excavater)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm. on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind 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. (DSR-18, I.No.-2.6.1/P-74) |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR-18, I.No.-2.25/P-77) |
| 5 | Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.50 m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. 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...Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-18, I.No.-2.13.1.2/P-75) |
| 6 | Repairing existing PVC water line i/c bailling out of water bymannualy/Diesel Engine, P/F PVC Coupler, CID joints etc. Complete work as per direction of E/I (But Excluding cost of excavation, filling and PVC Pipe). (NSI-1.11.00) |
| 7 | 90 mm dia (NSI-1.11.01) |
| 8 | 110 mm dia (NSI-1.11.02) |
| 9 | 140 mm dia (NSI-1.11.03) |
| 10 | 160 mm dia (NSI-1.11.04) |
| 11 | 200 mm dia (NSI-1.11.05) |
| 12 | 250 mm dia (NSI-1.11.06) |
| 13 | S/o following size of PVC pipes 6 Kg/Cm2 with required PVC Standered special conferming to IS:4985-2000 with latest amendment. Finolex/Kisan/ Supreme Make (NSI-1.1) |
| 14 | 90 mm dia PVC Pipe with coupler 6 Kg/Cm2 |
| 15 | 110 mm dia PVC Pipe with coupler 6 Kg/Cm2 |
| 16 | 140 mm dia PVC Pipe with coupler 6 Kg/Cm2 |
| 17 | 160 mm dia PVC Pipe with coupler 6 Kg/Cm2 |
| 18 | 200 mm dia PVC Pipe with coupler 6 Kg/Cm2 |
| 19 | 250 mm dia PVCPipe with coupler 6 Kg/Cm2 |
| 20 | P/L following size of PVC pipes 6 Kg/Cm2 with required PVC Standered special conferming to IS code with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making upto length and making joints i/c cost of socket, plastochem PV-85 PVC solvent cement complete. PVC Pipe must be confermed IS:4985-2000 with latest amendment. Finolex/Kisan/Supreme Make (NSI-1.3) |
| 21 | 90 mm dia 6 Kg/cm2 |
| 22 | 110 mm dia 6 Kg/cm2 |
| 23 | 140 mm dia 6 Kg/cm2 |
| 24 | 160 mm dia 6 Kg/cm2 |
| 25 | 200 mm dia 6 Kg/cm2 |
| 26 | 250 mm dia 6 Kg/cm2 |
| 27 | 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. Specials). (NSI-1.12.00) |
| 28 | 150 mm dia (NSI-1.12.01) |
| 29 | 200 mm dia (NSI-1.12.02) |
| 30 | 250 mm dia (NSI-1.12.03) |
| 31 | 300 mm dia (NSI-1.12.04) |
| 32 | 350 mm dia (NSI-1.12.05) |
| 33 | 400 mm dia (NSI-1.12.06) |
| 34 | Repairing of Sluice Valve with the change of spendle (ie. S.S. non megnated) flapper adjusting nut & bolts & rod & welding machining of body for fitting the flapper properly complete as per direction of E/I. Kirloskar make. |
| 35 | 150 mm dia (NSI-1.15.01) |
| 36 | 200 mm dia (NSI-1.15.02) |
| 37 | 250 mm dia (NSI-1.15.03) |
| 38 | 300 mm dia (NSI-1.15.04) |
| 39 | 350 mm dia (NSI-1.15.05) |
| 40 | 400 mm dia (NSI-1.15.06) |
| 41 | 450 mm dia (NSI-1.15.07) |
| 42 | Repairing of Reflex Valve with the change of flapper sheet i/c new lever, rubber sheet, MS ring, S.S.pin shaft & shaft rubber etc. complete Kirloskar make. |
| 43 | 150 mm dia (NSI-1.16.01) |
| 44 | 250 mm dia (NSI-1.16.03) |
| 45 | 300 mm dia (NSI-1.16.04) |
| 46 | 350 mm dia (NSI-1.16.05) |
| 47 | 400 mm dia (NSI-1.16.06) |
| 48 | Construction brick masonary chamber in brick work in cement mortar 1:4 (1 Cement : 4 C. Sand) for sluice valve with CI surface box 100 mm top dia, 160 mm bottam dia and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) necessary excavation, foundation concrete 1:5:10 (1 Cement : 5 F. Sand : 10 graded stone agg. 40 mm n.s.) and inside plastering with cement mortar 1:3 (1 Cement : 3 C. Sand) 12 mm thick finished with a coat of neat cement complete as per standard design with comman burnt clay FPS bricks (non modular) bricks of class designation 100. |
| 49 | 90 x 90 x 100 cm. (DSR-18, I.No.-18.34.1/P-339) |
| 50 | 120x120x100 cm. (DSR-18, I.No.-18.34.2/P-339) |
| 51 | S/F of M. S. Specials such as Tee, bend, collars, pipe, tail piece, M.S. pipes etc. in required thickness of MS sheet complete in all respect as per direction by the E/I. (NSI-1.7.00) |
| 52 | Hiring of Gas cutting set with Oxegen and LPG running time @ 6 Hrs. (NSI-10.1.06) |
| 53 | Hiring of Welding Set Running time @ 6 Hrs. (NSI-10.1.07) |
| 54 | Hire charges for D.G Set (i/c cost service of operating staff supply of lubricating oil & diesel) 50 KVA D. G. Set (NSI-10.1.03) |
| 55 | Hire charges for Diesel Engine (Double Cylender) on required i/c fuel, labour, T&P etc. (NSI-10.1.08) |
| 56 | Brick work with comman burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-6.1.1/P-111) |
| 57 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.4.1/P-227) |
| 58 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.5.1/P-227) |
| 59 | Neat cement punning. (DSR-18, I.No.-13.18/P-228) |
| 60 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40 mm n.s.). (DSR-18, I.No.-4.1.8/P-88) |
| 61 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.). (DSR-18, I.No.-4.1.3/P-88) |
| 62 | Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. (DSR-18, I.No.-10.25.2/P-186) |
| 63 | Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, i/c loading, transporting, unloading to approved municipal dumping ground or as approved by E/I, beyond 50 m initial lead, for all leads i/c all lifts involved. (DSR-18, I.No.-15.60/P-263) |
| 64 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of bituminous portion (DSR-18, I.No.-16.13.1/P-267) Please Enable Macros to View BoQ information |
