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| 1 | SCHEDULE G-1 SEWER NETWORK & APPURTENENT WORKS |
| 2 | Excavatrion in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & rammin of excavated earth into the tranches or into the space between the building and the sidesw of the foundatio or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. |
| 3 | 0.00 to 1.50 m |
| 4 | 1.50 to 3.00 m |
| 5 | 3.00 to 4.50 m |
| 6 | 4.50 to 6.00 m |
| 7 | 6.00 to 7.50 m |
| 8 | 7.50 to 9.00 m |
| 9 | Providing and laying 1:4:8 (1 Cement : 2 Coarse Sand : 8 Stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level : |
| 10 | In Beddding |
| 11 | Providing and laying 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level : |
| 12 | In Beddding |
| 13 | Provide all material ,labour and T&P etc. fixing of following type of timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete. |
| 14 | A. Open Timbering(0.00 TO 3.00m) |
| 15 | Provide all material ,labour and T&P etc. fixing of following type of timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete. |
| 16 | A. Close Timbering(3.00 TO 6.00m) |
| 17 | B. Close Timbering(6.00 TO 9.00m) |
| 18 | Disposal of surplus earth with municipal limits upto a distance of 2 km as per direction of E/I. |
| 19 | Providing of Double wall corrugatedpipes, (DWC), SN-8 grade, including all taxes. |
| 20 | 200mm |
| 21 | 250mm |
| 22 | Providign non-pressure R.C.C NP-3 pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. |
| 23 | 300 mm |
| 24 | 350 mm |
| 25 | 400 mm dia |
| 26 | 1200 mm |
| 27 | 1400 mm |
| 28 | Carting, Laying, Jointing & field testingfrom store (upto 8km) the following sizes of Double Wall Corrugated Pipes (DWC) pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint. |
| 29 | 0.00 - 1.50m |
| 30 | 200mm DWC Pipe |
| 31 | 250mm DWC Pipe |
| 32 | 1.50 to 3.00 m |
| 33 | 200mm DWC Pipe |
| 34 | 250mm DWC Pipe |
| 35 | 3.00 to 4.50 m |
| 36 | 200mm DWC Pipe |
| 37 | 250mm DWC Pipe |
| 38 | 4.50 to 6.00 m |
| 39 | 200mm DWC Pipe |
| 40 | 250mm DWC Pipe |
| 41 | Carting, Jointing & field testingfrom store (upto 8km) the following sizes of R.C.C NP-3 pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint. |
| 42 | 1.50 to 3.00 m |
| 43 | 3.00 to 4.50 m |
| 44 | 300 mm |
| 45 | 4.50 to 6.00 m |
| 46 | 300mm |
| 47 | 350mm |
| 48 | 6.00 to 7.50 m |
| 49 | 300mm |
| 50 | 350mm |
| 51 | 400mm |
| 52 | 1200 mm |
| 53 | 7.50 to 9.00 m |
| 54 | 1200 mm dia |
| 55 | 1400 mm |
| 56 | 1600 mm |
| 57 | Supply of all materials, labour, T & P etc. and constructing Brick circular M.H. of following sizes as type design and drawing. |
| 58 | 900 mm dia X 1670 mm depths |
| 59 | 1200 mm dia X 2290 mm depths |
| 60 | 1500 mm dia X 4950 mm depths |
| 61 | 1500 mm dia X 7500 mm depths |
| 62 | Addition or Substraction due to varition in shaft for following size of M.H. |
| 63 | 900 mm dia X 1670 mm depths |
| 64 | 1200 mm dia X 2290 mm depths |
| 65 | 1500 mm dia X 4950 mm depths |
| 66 | 1500 mm dia X 7500 mm depths |
| 67 | Supply of all materials, labour, T & P etc. and constructing RCC circular M.H. of following sizes as type design and drawing. |
| 68 | 2200 mm dia X 9000 mm depths |
| 69 | 2400 mm dia X 9000 mm depths |
| 70 | Addition or Substraction due to varition in shaft for following size of M.H |
| 71 | 2200 mm dia X 9000 mm depths |
| 72 | 2400 mm dia X 9000 mm depths |
| 73 | Supply and filling local sand including watering, ramming, and dressing etc. Around pipe and over the pipe for cushion and protection. |
| 74 | temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of(@ 20% of Total length) |
| 75 | Providing & Construction of Gully Pit 30x30x45cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with C.I. Cover to serve as house sewer connecting chamber @ 1no. between 1houses & per hotels/ resort 1no. |
| 76 | Addition or Substraction due to varition in Gully Pit shaft of Size: 30x30x45cm |
| 77 | Providing & Construction of masonry Chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with C.I. Cover to serve as house sewer connecting chamber @ 1no. between 2 houses & per hotels/ resort 1no. |
| 78 | Addition or Substraction due to varition in Masonary Chamber shaft of Size: 60x60x75cm |
| 79 | Supply of all materials, labour, T&P etc and construction of sewer house connection fromInter Connecting Chamber to House connecting chamber as per required length as per type design and drawing given in along with supply, laying & jointing of 110 MM(OD) DWC HDPE PIPEconfirming to IS- 16205 Part 24 or its latest amendment including supply to allspecials like - door bend, p-trap etc. jointing materials, all taxes, excie duty, insurance, frieght charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismentling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete |
| 80 | Supply of all materials, labour, T&P etc and making construction from House Connecting Chamber to already existing Manhole as per type design and drawing given in Schedule-B along with supply, laying & jointing of 160 MM(OD) DWC HDPE PIPEconfirming to IS- 16098 Part 2 or its latest amendment including supply to allspecials. jointing materials, all taxes, excie duty, insurance, freight charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismentling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete |
| 81 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material as per direction of Engineer-in-charge: |
| 82 | Bitumen Road |
| 83 | CC Road |
| 84 | Tile Road |
| 85 | BOE Road |
| 86 | Reinstatement of Road as per Specification in work of scope |
| 87 | Bitumen Road |
| 88 | CC Road |
| 89 | Tile Road (40% New) |
| 90 | BOE Road (40% New) |
| 91 | Supply of all materials, labour, T&P etc and construction of sewer house connection from house hold ( including outlet pipe from Toilet, Kitchen, Bathroom & Septic Tank)to inter connecting chamber (ICC) as per required length as per type design and drawing given in along with supply, laying & jointing of 120 (OD) MM DWC HDPE pipe confirming to IS- 16098 Part 24 or its latest amendment including supply to allspecials like - door bend, p-trap etc. jointing materials, all taxes, excie duty, insurance, frieght charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismantling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete.as per scope of works |
| 92 | Providing, laying and jointing RCC NP4 jacking pipe (with steel pushing collar) with suitable leak proof joints (with using `12mm MDF sheets etc.) with compliance for maintaining slope as per design by trenchless method adopting Micro tunnelling method or any suitable mechanical technology below ground at all depth under running traffic condition including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipment’s for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed levelas directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackles required, construction of temporary works as per requirement complete in all respect (all depths) with all lead and lifts, as per specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 93 | In all type of soils including mixed strata / soil |
| 94 | 500 mm dia RCC pipe |
| 95 | 1200 mm dia RCC pipe |
