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| 1 | 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-incharge.(a) All kinds of soil |
| 2 | 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. |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 4 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 5 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 20mm thick bed of cement mortar (1:4) [1 cement:4 coarse sand], filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 6 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: a) Bituminous road |
| 7 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :(a) Water bound macadam road |
| 8 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(a) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 10 | Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :(a) Up to 600 mm dia |
| 11 | Providing, laying, jointing and testing S&S Centrifugally Cast Ductile Iron double chamber Class K-9 pressure pipes conforming to IS : 8329:2000 with restrained joints (bolt less), all complete.(a) 100 mm nominal dia pipe |
| 12 | Providing, laying, jointing and testing S&S Centrifugally Cast Ductile Iron double chamber Class K-9 pressure pipes conforming to IS : 8329:2000 with restrained joints (bolt less), all complete. (b) 150 mm nominal dia pipe |
| 13 | Providing, laying, jointing and testing S&S Centrifugally Cast Ductile Iron double chamber Class K-9 pressure pipes conforming to IS : 8329:2000 with restrained joints (bolt less), all complete. (c ) 200 mm nominal dia pipe |
| 14 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like by Engaging a pump se of capacity 4000 litres per hour for dewatering including fuel, operator and other over heads |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 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) |
| 17 | Providing & laying high density poly ethylane (HDPE) pipe PE-80 (IS 4984) i/c fittings of working pressure 6kg/cm2 i/c jointing of pipes and testing complete with all lead and lift as per direction of Engineer-in-charge. a) 110mm outer dia meter (4\\" nominal bore). |
| 18 | Providing & laying high density poly ethylane (HDPE) pipe PE-80 (IS 4984) i/c fittings of working pressure 6kg/cm2 i/c jointing of pipes and testing complete with all lead and lift as per direction of Engineer-in-charge. b). 160mm outer dia meter (6\\" nominal bore) |
| 19 | 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. |
| 20 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (A) 100 mm diameter (I) Class II |
| 21 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (A) 150 mm diameter (I) Class II |
| 22 | 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 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including 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 : (A) With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 23 | Providing of STP water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, Filling tank at site with all leads and lifts as per direction of officer-in-charge. (GPS tracker data of the tanker is also required to be submitted by the agency) |
| 24 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat,reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 25 | Cleaning of under ground sump/Over Head R.C.C. Tank including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. |
| 26 | After applying GST modification Factor 0.973 = 2730993.00 |
| 27 | Add CI @ -0.09% |
| 28 | Note: 1) The agency must attend the site within 24 hrs. of information communicated through any mode of communication, otherwise penalty of Rs. 500 per day delay after initial 24hrs. Will be lived on the agency.2)If any challan is received in this office on any day by NGT/DCC/CPCB/Local authority or any govt. agency then the same shall be born by the agency and if fails, the amount of challan shall be recovered from the bill of the agency. Nothing extra shall be paid to the agency on this account.3) The agency shall be solely responsible for any unwanted incident occurs at the site due to digging of road/footpath/ground coming under the alignment of repair of STP line.4) A penalty of RS. 2000/- per day shall be imposed incase the contractor fails to execute the work completely/satisfactorily. Decision of Engineer-in-charge shall be final and binding to the contractor.5) The agency must clear off all the malba/debris from the site after the repair work but if the agency fails to clear the site then a penalty of Rs. 5000 per incident shall be imposed on the agency.6) The agency shall submit before and after GPS photographs of work executed at site.7) Agency shall mandatorily fix the display board \\"Work in Progress\\" at the execution site.8) Agency shall mandatorily fix proper barricading along with green net at each site during the execution of work and if compliance of same is not observed than a penalty of Rs. 500 per incident will be imposed on the agency. Please Enable Macros to View BoQ information |
