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| 1 | Cleaning of sewage lines up to 110 mm dia by Roding or by sludge sucking machine and taking out sludge and water complete through manholes and buried the same at a distance not exceeding 500 mtrs from the manholes but away from wells / water storage tanks etc complete ass s directed at site and as specified. |
| 2 | All as per ser item No. 1 above but for 150mm to 200mm dia pipes complete all as specified and as directed. |
| 3 | All as per ser item No. 1 above but for 250mm to 300mm dia pipes complete all as secified and directed. |
| 4 | Cleaning of manholes of depth not exceeding 1.5mtrs including bailing / pumping out sludge, waste water etc. complete and buried the same at a distance not exceeding 500 mtrs from the manholes but away from wells / water storage tanks and spreading bleaching powder including earth work etc. complete all as directed at site and specified. |
| 5 | All as per Sl item No.4 above but for depth exceeding 1.5 mtr but not exceeding 3 mtr complete all as specified and directed. |
| 6 | All as per Sl item No. 4 above but for depth exceeding 3 mtr but not exceeding 4.50 mtr complete all as specified and direted |
| 7 | Cleaning of septic tank 25 users capacity by pumping out / bailing out sludge complete all as directed at site and making it free from any residual waste (solid / liquid whatsoever) and buried the same at a distance not exceeding 500 mtrs from the manholes but away from wells/ water storage tanks and spreding bleaching powder icluding necessary earth work etc complete all as directed at site and as specified. |
| 8 | All as per Sl item No. 7 above but for 50 users capacity all as specified and directed |
| 9 | Cleaning of floor/nahani traps and removing any type of blockage and removing all rubbish obtained during cleaning away from the premises complete all as specified and directed. |
| 10 | Cleaning gully traps and removing any type of blockage and removing all rubbish obtained during cleaning away from the premises all as specified and directed. |
| 11 | Rectifying blockage of IWC/EWC traps by pumping, removing sludge's from traps of any type and removing all rubbish obtained during cleaning away from the premises complete all as specified and as directed. |
| 12 | Cleaning of closed storm water drains having width not exc 1 m and any depth up to 1.5 m removing soil. debried, deposits etc from the drain and disposing up to distance of 500 mtrincluding removing and refixing of necessary drainage covers for facilitating cleaning complete all as specified and directed. |
| 13 | Excavation in trenches in foul condition not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. |
| 14 | Excavation in trenches in foul condition not exceeding 1.5 m wide and exceeding 1.5 m and not not exceeding 3 m in depth and getting out in soft / loose soil complete all as specified and directed. |
| 15 | Excavation in trenches in foul condition not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in hard and danse soil complete all as specified and directed. |
| 16 | Excavation in trenches in foul condition not exceeding 1.5 m wide and exceeding 1.5 m and not not exceeding 3 m in depth and getting out in hard and danse soil complete all as specified and directed. |
| 17 | Demolition of laterite blocks/ brickwork/ Pre-cast cement concrete block masonry, built in cement mortar (work in foul condition) complete all as specified and directed.Note :- The work shall be carried out for demolition of existing manholes and making new manholes by blocking the incoming flow and open after complete the manholes construction work as per directions whereever required with proper planning. |
| 18 | Demolition of Concrete unreinforced of any description and in any position not otherwise specifically provided for complete all as specified and directed. . |
| 19 | Material and labour for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete, work in foul condition complete all as specified and directed. |
| 20 | Taking down cement plaster in foul condition on brick or stone walls etc. including racking out joints, hacking for key, scrubbing down with water,etc.complete all as specified and directed. |
| 21 | Material and labour for Pre-cast cement concrete block masonry type C1 1:3:6 (using 20 mm aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4, work in foul condition complete all as specified. |
| 22 | Material and labour for Walling of laterite stone built in and setting in cement mortar 1:6, in foul condition complete all as specified. |
| 23 | Material and labour rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even & smooth without using extra cement, mixed with waterproofing compound as per manufacturer;s instructins work in foul condition all as specified. (supply only of WPC shall be measured and paid separately). |
| 24 | Material and labour rendering 15mm thick on stone masonry surfaces in CM 1:4 surface finished even and smooth without using extra cement, mixed with waterproofing compound as per manufacturer;s instructins work in foul condition complete al as specified and directed. |
| 25 | Material and labour for PCC 1:2:4 Type B-1 using 20 mm graded stone aggregate as in forming benching in manholes, surface channels and drains etc work in foul condition complete all as specified and as directed |
| 26 | Material and labour for PCC Type B-0 (1:2:4) using 12.5 mm graded stone aggregate as in copings in foul condition complete all as specified and as directed |
| 27 | Demolition of reinforced cement concrete of any description and in in any position not otherwise specifically provided for complete as specified and as directed. |
| 28 | Material and labour for reinforced Pre-cast cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in cover slabs for man holes, drains, water throughs etc. with plain fair faces including use of necessary form work and setting in cement mortar 1:4 complete all as specified and directed. Note: Reinforcement shall be measured and paid separately. |
| 29 | Material and labour Mild steel TMT bars 08mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips . |
| 30 | Dismantling of cast iron or reinforced concrete ,SGSW. AC, RCC, PVC, pipes up to 110mm bore set in cement mortar and taking out of trenches / walls if required, work in foul condition all as specified and directed. |
| 31 | Dismantling of cast iron or reinforced concrete ,SGSW. AC, RCC, PVC, pipes 150mm bore set in cement mortar and taking out of trenches / walls if required work in foul condition all as specified and directed. |
| 32 | Dismantling of cast iron or reinforced concrete ,SGSW. AC, RCC, PVC, pipes 200 mm bore set in cement mortar and taking out of trenches, work in foul condition all as specified and directed. |
| 33 | Dismantling of cast iron or reinforced concrete ,SGSW. AC, RCC, PVC, pipes 300 mm bore set in cement mortar and taking out of trenches, work in foul condition all as specified and directed. |
| 34 | Supplying, laying, jointing and testing in trenches DWC/PE (SN 8) pipes of 150 mm internal diameter (DN/ID) as per IS-16098 (Part 2) : 2013 with and including all fittings, fixing arrangements required to make sewer line functional complete all as specified and directed. |
| 35 | Supplying, laying, jointing and testing in trenches DWC/PE (SN 8) pipes of 200 mm internal diameter (DN/ID) as per IS-16098 (Part 2) : 2013 with and including all fittings, fixing arrangements required to make sewer line functional complete all as specified and directed. |
| 36 | Supplying, laying, jointing and testing in trenches DWC/PE (SN 8) pipes of 300 mm internal diameter (DN/ID) as per IS-16098 (Part 2) : 2013 with and including all fittings, fixing arrangements required to make sewer line functional complete all as specified and directed. |
| 37 | Supply and fixing of 150 mm bore HDPE Pipes PN 10 including necessary fittings and jointing materials laid in trenches or fixed on walls complete all as specified nd directed. |
| 38 | Supply and fixing of PVC (SWR) pipes 75 mm bore, single socketed, in any lengthwith rubber ring joints, laid in trenches or in floors comlete all as specified and directed. |
| 39 | Supply and fixing of PVC (SWR) pipes 110 mm bore, single socketed, in any length with rubber ring joints, laid in trenches or in floors comlete all as specified and directed. |
| 40 | Supply and fixing of PVC (SWR) pipes 75 mm bore, single socketed in any length with rubber ring joints fixed to walls with suitable clamps complete all as specified and directed. |
| 41 | Supply and fixing of PVC (SWR) pipes 110 mm bore, single socketed in any length with rubber ring joints fixed to walls with suitable clamps complete all as specified and directed. |
| 42 | Supply and fixing in repairs 75 mm bore PVC (SWR) junction single, (Single T) equal or unequal provided with access door complete all as specified and directed |
| 43 | Supply and fixing in repairs 110 mm bore PVC (SWR) junction single, (Single T) equal or unequal provided with access door complete all as specified and directed |
| 44 | Supply and fixing in repairs 75 mm bore PVC (SWR) bends any radius provided with access door complete all as specified and directed |
| 45 | Supply and fixing in repairs 110 mm bore PVC (SWR) bends any radius provided with access door complete all as specified and directed |
| 46 | S&F in repairs 75 mm bore PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 47 | Supply and fixing in repairs 110 mm bore PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 48 | Returning filing in, including spreading, levelling, watering and well ramming in layers not exc 25cm in foul condition complete all as specified and directed. |
| 49 | Removing excavated material from foul position not exceeding 50m and depositing where directed at a level n.exc 1.5m above starting point complete all as specified and directed . |
| 50 | Excavating and removing of slided earth of any type including boulders from hills not exceeding 1.5 m deep and getting out in including Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified. |
| 51 | Material and labour for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) concrete bed to drain pipes of dia up to 110mm including packing under, and hunching against the sides of pipes after they are laid and tested; work in foul condition complete all as specified and directed. |
| 52 | Material and labour for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) concrete bed to drain pipes of dia for 150mm including packing under, and hunching against the sides of pipes after they are laid and tested; work in in foul condition complete all as specified and directed. |
| 53 | Material and labour for plain cement concrete 1:4:8 type C-2 (using 40mm graded stone aggregate) concrete bed to drain pipes of dia for 200mm including packing under, and hunching against the sides of pipes after they are laid and tested; work in foul condition complete all as specified and directed. |
| 54 | Material and labour for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) concrete bed to drain pipes of dia for 300mm including packing under, and hunching against the sides of pipes after they are laid and tested; work in foul condition complete all as specified and directed. |
| 55 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as speciifed and directed. |
| 56 | Supply and fixing mild steel frame work such as grills, gratings etc. with ends of bar shouldered and / or riveted or forged into spikes, framed guard bars, ladders, framed brackets, etc. and similar conforming to Fe. 290. Gde-E-165 complete all as specified and directed. |
| 57 | Supply and fixing Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment and similar work conforming to Fe 290 Gde-E-165 complete all as specified and directed, |
| 58 | Preparation of new steel surfaces of any description over 10 cm in width or girth and painting with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 59 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching in foul condition for 150 mm bore pipes complete all as specified and directed. |
| 60 | Demolition of laterite block masonry / brickwork/ Pre-cast cement concrete block masonry, built in cement mortar complete all as specified and directed |
| 61 | Demolition of Concrete unreinforced of any description and in any position not otherwise specifically provided for including disposal of debries to the dumping locations earmarked within INA premises complete all as specified and directed. . |
| 62 | Material and labour for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 63 | Taking down cement plaster on brick or stone walls etc. including racking out joints, hacking for key, scrubbing down with water,etc.complete all as specified and directed. |
| 64 | Material and labour for Pre-cast cement concrete block masonry 1:3:6 type C1 (using 20 mm aggregate)with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4, complete all as specified. |
| 65 | Material and labour for Walling of laterite stone built in and setting in cement mortar 1:6, complete all as specified. |
| 66 | Material and labour rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even & smooth without using extra cement complete al as specified and directed. |
| 67 | Material and labour rendering 15mm thick on stone masonry surfaces in CM 1:4 surface finished even and smooth without using extra cement complete al as specified and directed. |
| 68 | Material and labour for PCC Type B-0 (1:2:4) using 12.5 mm graded stone aggregate as in copings complete all as specified and as directed |
| 69 | Material and labour for PCC 1:2:4 Type B-1 using 20 mm graded stone aggregate as in surface channels and drains etc complete all as specified and as directed |
| 70 | Supply only of liquid waterproofing compound of approved make coplete all as specified and directed. Please Enable Macros to View BoQ information |
