| 1 | 1 | De-watering of septic tanks and soakage wells, manually or with pumping set and draining out the same disposal of sludge in pit to be dug out side at a distance not less than 100 mtrs from the outer edge of tank and covering top with a layer of 25 mm thick earth filling compacting and levelling all as specified and directed by Engineer-in-Charge. , complete, all as directed and to the entire satisfaction of Engineer-in-Charge.\n(i) Digging of pit shall be deemed to be included in unit rate.\n(ii) Contractor will maintain the hygienic condition in area all the time by taking suitable required measures. | | 1400 | Cum |
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| 2 | 2 | Taking out thick/solid sludge (sedimented sand sludge/grit ,ash rages , fibres and springe material etc) from septic tanks including inlet and outlet chambers and soakage well, removing and depositing the sludge in a pit at a distance of minimum 100m away from nearby living accn and covering the sludge in the pit with earth and finally spraying unslaked lime, dry, around the septic tank and covering the pit with earth complete all as directed by Engineer-in-Charge.\nNotes:-\n(i)Cost of earth work in the pit is deemed to be included in the unit rate quoted by the tenderer).\n(ii) Thick/solid sludge shall be measured under this item when it is not feasibleby dewatering under srl item No 1. | | 600 | Cum |
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| 3 | 3 | Cleaning of sewage line 100 mm bore dia including manholes by taking out all sludge night soil and buried in a pit to be dug out side at a distance not less than 100 mtr and covering top of pit with earth layer of 25 mm thickness complete all as specified and directed by the Engineer-in-Charge. | | 1500 | RM |
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| 4 | 4 | All as per Item No 3 above but 150 mm dia pipe. | | 2000 | RM |
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| 5 | 5 | Excavation in trenches n. exc 1.5 m wide for foundation, laying of pipes, wells, cesspits, manhole, pier holes etc. and not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified & directed by Engineer-in-charge. | | 40 | Cum |
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| 6 | 6 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified & directed by Engineer-in-charge. | | 35 | Cum |
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| 7 | 7 | Removal of excavated material to a distance n. exc. 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge . | | 5 | Cum |
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| 8 | 8 | Demolition and breaking up 100mm bore drain pipes (salt glazed stoneware, AC or reinforced concrete) set in cement mortar all as specified & directed by Engineer-in- charge. | | 150 | RM |
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| 9 | 9 | Demolition and breaking up 150mm bore drain pipes (salt glazed stoneware, AC or reinforced concrete) set in cement mortar all as specified & directed by Engineer-in- charge. | | 200 | RM |
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| 10 | 10 | M&L cement concrete (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in bed to 100mm bore SGSW drain pipes including packing under and haunching against the sides of pipe completely after they are laid and tested complete all as specified & directed by Engineer-in- charge.(Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm) | | 150 | RM |
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| 11 | 11 | M&L cement concrete (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in bed to 150mm bore SGSW drain pipes including packing under and haunching against the sides of pipe completely after they are laid and tested complete all as specified & directed by Engineer-in- charge.(Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm) | | 200 | RM |
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| 12 | 12 | M&L 100mm dia (Internal diameter of pipe) Salt-glazed stoneware drain pipes grade 'A' quality laid in trenches and jointed complete all as specified & directed by Engineer-in- charge. | | 150 | RM |
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| 13 | 13 | M&L 150mm dia (Internal diameter of pipe) Salt-glazed stoneware drain pipes grade 'A' quality laid in trenches and jointed complete all as specified & directed by Engineer-in- charge. | | 200 | RM |
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| 14 | 14 | M&L for cutting into existing manholes for connecting new drains, making good to pipe and plastering the disturbed portions in CM 1:3 to match with surround surfaces, cutting out existing benching and forming branch channel (1/2 round or ¾ round section) in cement concrete 1:2:4 type B-1 finished smooth and reforming benching as required for 150mm bore pipe complete all as specified and as directed by Engineer-in-Charge. | | 10 | Each Pipe |
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| 15 | 15 | Demolition of brickwork built in cement mortar including all quoins, arches, pillars etc complete all as specified & directed by Engineer-in- charge. | | 50 | Cum |
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| 16 | 16 | M&L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) etc complete all as specified & directed by Engineer-in- charge. | | 35 | Cum |
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| 17 | 17 | All as per item No. 16 here-in-before but except bricks. (Old serviceable bricks retrieved during demolition shall be re-used after cleaning). | | 5 | Cum |
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| 18 | 18 | M & L for Brick work with sub class ‘B’ bricks, straight or curved on plan to any radius as in half brick thick wall in CM (1:4) and pointed flush with the same mortar as the work proceeds etc complete all as specified & directed by Engineer-in- charge. | | 87 | Sqm |
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| 19 | 19 | Taking down cement plaster including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified & directed by Engineer-in-charge. | | 200 | Sqm |
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| 20 | 20 | M&L rendering 10mm thick on brick work or concrete surface in cement mortar (1:4) finished even and smooth without using extra cement mixed complete all as specified & directed by Engineer-in- charge. | | 300 | Sqm |
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| 21 | 21 | M&L rendering 15mm thick on brick work or concrete surface in cement mortar (1:4) finished even and smooth without using extra cement mixed with water proofing coompound complete all as specified & directed by Engineer-in- charge. | | 200 | Sqm |
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| 22 | 22 | M&L cement concrete (1:2:4) Type B-1using 20 mm graded stone aggregate as in copings, weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by the Engineer-in-Charge. | | 2 | Cum |
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| 23 | 23 | M&L TMT bars 10mm dia and over cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. | | 1500 | Kg |
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| 24 | 24 | M&L TMT bars 6 to 8mm dia cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. | | 600 | Kg |
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| 25 | 25 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided all as specified and directed by Engineer-in-Charge. | | 25 | Cum |
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| 26 | 26 | M&L precast reinforced cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in manhole covers and the like duly placed on manholes and set in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. | | 25 | Cum |
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| 27 | 27 | Supply only integral water proofing compound. | | 40 | Kg |
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| 28 | 28 | M&L preparing newly plastered or pointed surface of wall and applying three coats of white wash complete all asspecified & directed by Engineer-in-charge. | | 300 | Sqm |
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| 29 | 29 | Dewatering the PVC water tank of capacity upto 500 ltrs cleaning and removing all scales and dirt silt etc from water tank, removing lid without disturbing pipe line system and float valve/refixing of float valve and making functional after cleaning and writing letter “date of clearance, Date, month and year“ with black base and yellow letter or white base with black letter painting after wiping of old date complete all as specified and directed by Engineer-in-Charge. Periodicity will be assessed by the Engineer-in-Charge according to site condition. | | 3000 | Each |
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| 30 | 30 | All as per item No 29 above but 1000 ltr capacity tank | | 800 | Each |
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| 31 | 31 | Cleaning of blocked/chocked gully trap, floor trap,WHB, WC etc upto first man holes of any type and any dia and depth removing the sludge/solid content manual/mechenical method and cleaning the sewage line upto first manhole by water pressure or flushing with water or rodding and other suitable means at the discretion of the contractor at his own arrangement so as to remove the blockage and making the sewer line/manhole fully functional to the entire satisfaction of Engr In Charge including removing the sludge beyond 50 mtr from bldg and repositioning the manhole cover in position and refixing of grating complete all as specified & directed by Engineer-in- charge. | | 1800 | Per Complaint |
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| 32 | 32 | Dewatering the Static water tank by pumping all water with pumping machine of capacity upto 50,000 gallons cleaning and removing all scales and dirt silt, alkali, fungas, small trees etc from Static water tank, applying two coat of white wash on bottom, side walls and Top of tank and writing letter “date of clearance, Date, month and year“ with black/white base painting complete all as specified and directed by Engineer-in-Charge. | | 8 | Each |
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| 33 | 33 | S&F PVC Covers for overhead PVC cylindrical water tanks complete including locking device etc complete all as specified and directed by Engineer-in-Charge. | | 300 | Each |
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| 34 | 34 | Dismantling RCC or PVC water tanks and removing to store of capacity exc 250 & n exc 500 litres etc complete all as specified and directed by Engineer-in-Charge. | | 30 | Each |
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| 35 | 35 | Supply & fixing rotational moulded polyethylene water storage tank of capacity 500 litres (cylindrical vertical double layered with closed top) hoisted and fixed in position as per specified SSR part-I complete, all as specified & directed by Engineer-in-charge. | | 30 | Each |
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| 36 | 36 | Supply & fixing in repair ball brass valve, high pressure with polythene float and flynut complete screwed for iron pipe or brass ferrule 20mm bore all as specified & directed by Engineer-in-charge. | | 400 | Each |
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| 37 | 37 | Supply & fixing in repair ball brass valve, high pressure with polythene float and flynut complete screwed for iron pipe or brass ferrule 15mm bore all as specified & directed by Engineer-in-charge. | | 100 | Each |
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| 38 | 38 | Supply & fixing gun metal globe or gate valve 15mm bore with iron wheel head screwed both ends for iron pipes including taking down existing gun metal globe or gate valve complete, all as specified & directed by Engineer-in-charge.Make: Kirloskar / Leader / L&T (AUDCO) /Zoloto / NETA METAL/ MINAR | | 20 | Each |
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| 39 | 39 | Taking down steel water tubes of size 15mm bore and connection including cleaning for refixing or removal to store complete, all as specified & directed by Engineer-in-charge. | | 100 | RM |
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| 40 | 40 | Taking down steel water tubes of size 20mm bore and connection including cleaning for refixing or removal to store complete, all as specified & directed by Engineer-in-charge. | | 50 | RM |
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| 41 | 41 | Supply & fixing steel water tubes of size 15mm bore (medium grade) galvanised with all fittings and fixed complete to walls and ceiling or laid in floors/ concealed in walls complete, all as specified & directed by Engineer-in-charge. | | 80 | RM |
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| 42 | 42 | Supply & fixing steel water tubes of size 20mm bore (medium grade) galvanised with all fittings and fixed complete to walls and ceiling or laid in floors/ concealed in walls complete, all as specified & directed by Engineer-in-charge. | | 40 | RM |
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| 43 | 43 | Refixing old GI tubing and connections, 15mm dia, in old or new position. (Walls, ceiling, floors, etc.) complete, all as specified & directed by Engineer-in-charge. | | 20 | RM |
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| 44 | 44 | Refixing old GI tubing and connections, 20mm dia, in old or new position. (Walls, ceiling, floors, etc.) complete, all as specified & directed by Engineer-in-charge. | | 10 | RM |
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| 45 | 45 | Demolition of cement concrete (un-reinforced) of any description as in path, paving, bed of drains etc. n.exc. 15cm thick (Belowor above ground level) and removing the same complete, all as specified & directed by Engineer-in-charge. | | 13 | Cum |
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| 46 | 46 | M&L cement concrete (1:3:6) Type C-2 using 40 mm graded stone aggregate as in plinth, hard standing, surface channel ,drains and similar work etc complete all as specified and as directed by the Engineer-in-Charge. | | 13 | Cum |
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| 47 | 47 | Maintenance of drain /Nallah by cutting all bushes, shrubs, sarkandas and any type of vegetation and desilting all deposit of soil and other material to have a free flow of water and to get a uniform trapezoidal/ rectangular shape of drain and removing all spoil from MOD area to a distance exc 250m but n exc 500m and deposited in layer n exc 25cm thick , cross sectional area of drain /nallah n exc 1.5 sqm complete all as specified and as directed by the Engineer-in-Charge. | | 1000 | RM |
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| 48 | 48 | Removing existing cover slab and refixing the same after cleaning of drain/Nallah properly without damaging the cover slab complete all as specified and as directed by the Engineer-in-Charge. | | 1000 | RM |
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| 49 | 49 | Dewatering semi solid sludge from sewage sump wells and drainage out/lifting the sludge with pumping sets collecting/filling the same in tankers of any capacity and depositing off the sludge/drain out water out side MOD land and covering the diposited sludge with 25 mm thick layer of loose earth complete all as specified and as directed by the Engineer-in-Charge. | | 15000 | Litres |
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| 50 | 50 | Notes : \nNotes : (i) Amount of credit for retrieved materials is mentioned in tender documents in pdf form which will be deducted while acceptance of tender offline. | | | |
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