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| 1 | Providing and fixing of generating set of 360 KVA including Its connection temporary for operating pumping setsat site etc. complete in all respect |
| 2 | Plugging and de-plugging of 1600 mm dia incoming sewer lines to be connected with last Manhole prior to MPS and re-plugging the same after furnishing the entire work complete in all respects to the entire satisfaction of the Engineer in charge. |
| 3 | Construction of Pumping Stations as per the scope, specifications and drawings of DNIT, consisting of:i. RCC Receiving Chamberii. Sluice Gatesiii. Screening Chamber with RCC staircase.iv. Mechanical Screensv. Wet Well with compartment.vi. Pumping Sets with Delivery pipevii. Rising mainviii. Lifting Arrangement (includes column, Girder, Chain pully Block etc.)ix. Pipe Gallery for housing common header pipe, sluice valves, NRV, and dismantling joint, including specials.x. Transformer with foundation.xi. Diesel Generating Set with platform and shed.xii. Panel Room with office and toilet facilities.xiii. Electric Control Panel Boardxiv. Electric cabling, including connecting to Existing Substations, if any.xv. Automation.xvi. Metering roomxvii. Street Lighting.xviii. Internal Roads with drainage.xix. External sewerage.xx. Furniturexxi. Storage Roomxxii. Boundary Wall etc.xxiii. Any other item required for the completion and satisfactory working of Pumping Stations.Sewage Pumping Station 90 MLD Peak Flow |
| 4 | Dewatering of leaked sewage water during the construction of a new manhole from the second last manhole. |
| 5 | Operation and maintenance cost for entire sewer line system created under the contract which includes Basic Service Charges having expenditure and expenses required to be incurred on labour, repair and/or replacement of materials, equipments, consumable items, fuel, water and all other matters and items of whatsoever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. completeFor Fifth Year |
| 6 | Operation and maintenance cost for entire sewer line system created under the contract which includes Basic Service Charges having expenditure and expenses required to be incurred on labour, repair and/or replacement of materials, equipments, consumable items, fuel, water and all other matters and items of whatsoever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. completeFor Fourth Year |
| 7 | Operation and maintenance cost for entire sewer line system created under the contract which includes Basic Service Charges having expenditure and expenses required to be incurred on labour, repair and/or replacement of materials, equipments, consumable items, fuel, water and all other matters and items of whatsoever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. completeFor Third Year |
| 8 | Operation and maintenance cost for entire sewer line system created under the contract which includes Basic Service Charges having expenditure and expenses required to be incurred on labour, repair and/or replacement of materials, equipments, consumable items, fuel, water and all other matters and items of whatsoever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. completeFor Second Year |
| 9 | Operation and maintenance cost for entire sewer line system created under the contract which includes Basic Service Charges having expenditure and expenses required to be incurred on labour, repair and/or replacement of materials, equipments, consumable items, fuel, water and all other matters and items of whatsoever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. completeFor First Year |
| 10 | Operation and maintenance cost for entire sewer line system created under the contract which includes Basic Service Charges having expenditure and expenses required to be incurred on labour, repair and/or replacement of materials, equipments, consumable items, fuel, water and all other matters and items of whatsoever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. completeFor Defects Liability Period |
| 11 | Providing, lowering in trenches to correct the gradient and alignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels, etc., cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer in charge, including all cartage, etc, complete in all respects.1200mm i/d pipe with inside H.D.P.E. lining |
| 12 | Design, drawing, construction, supply, installation, testing and commissioning (including 3 months satisfactory trial run) of STP based on SBR technology of the following capacities (average), complete in all respects as per the scope of work and detailed specifications mentioned in the Bid document, including all civil, mechanical, Electrical, Instrumentation etc. and all other relevant works. consisting of:-• Inlet chamber • Screening chamber with mechanical screens • Grit chamber• Sluice Gates • Selector tanks • SBR, basins • Sludge Sump • Necessary piping work with the required DI D/F Resilient seated Sluice Valve and Sluice Valve Chambers • Belt Filter press • Chlorine contact tank • Chlorinator room/shed • Administrative building cum Laboratory with equipment and tools, and plants • Automation• Electrical Instrumentation • Online Analyser • Boundary wall •Pathways • Any other item required for the completion and satisfactory running of STP Sewage Treatment Plant |
| 13 | Temporary installation and providing non-clog sewerage submersible pumping, panel board, cable, delivery pipe with special and other allied work for pumping sewerage from sewerage disposal and made MT condition for working at the new STP site for construction of manhole and making connection at the site complete in all respects |
| 14 | [10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Labour Rate] |
| 15 | [10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] |
| 16 | [20.10.10]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 10. 500 mm i/d [Through Rate] |
| 17 | [20.10.2]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 2. 100 mm i/d [Through Rate] |
| 18 | [20.10.3]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 3. 150 mm i/d [Through Rate] |
| 19 | [20.10.4]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 4. 200 mm i/d [Through Rate] |
| 20 | [20.10.5]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 5. 250 mm i/d [Through Rate] |
| 21 | [20.10.7]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 7. 350 mm i/d [Through Rate] |
| 22 | [20.10.8]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 8. 400 mm i/d [Through Rate] |
| 23 | [20.63.1]`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.` 1. 100 mm i/d [Through Rate] |
| 24 | [20.63.2]`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.` 2. 150 mm i/d [Through Rate] |
| 25 | [20.63.3]`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.` 3. 200 mm i/d [Through Rate] |
| 26 | [20.63.4]`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.` 4. 250 mm i/d [Through Rate] |
| 27 | [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 [Through Rate] |
| 28 | [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 [Through Rate] |
| 29 | [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 [Through Rate] |
| 30 | [20.68.1]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. 1. Up to 300mm dia [Through Rate] |
| 31 | [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] |
| 32 | [21.107.51]Supplying, erection, testing andcommissioning of submersible motorpumping set non clog for seweragehaving head 18.00 m as per the indicatedrequirements of discharge in LPM andpower capacity in BHP as per IS markedincluding all accessories (like SS Pipes,SS Chain (Shackle Chain) ,SS FoundationBolt, complete base frame, Monorail,Chain Guide Line, Auto Compiling, DuctFoot Bend (D/F Bend) etc. complete in allrespect 51. Discharge Capacity (LPM) - 4200Power Capacity (BHP) - 30 [Through Rate] |
| 33 | [4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 34 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 35 | [4.16.1.2]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. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] |
| 36 | [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] |
| 37 | [4.31.1]Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1. All kinds of soil [Through Rate] |
| 38 | [4.7.1.1]Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: 1.1. All kinds of soil 50m lead [Through Rate] |
| 39 | [5.14]Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. [Through Rate] |
| 40 | [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] |
| 41 | [6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 42 | [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] |
| 43 | [6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 44 | [6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 45 | [6.22.2.3]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.3. All works up to Plinth Level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) [Through Rate] |
| 46 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 47 | [6.26.1]Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) [Through Rate] |
| 48 | [6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate] |
| 49 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] Please Enable Macros to View BoQ information |
