Tender For Cleaning And Repairs Of Sewage Lines, Septic Tanks, Soakage Well, Manhole Including Replacement Of Sewage Lines Etc. At ‘Y Stn, Mh And Raipur Satwari Under Age B/R-Ii Of Ge Satwari
Tender Value
60 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
17 days left
EMD
1.15 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Cleaning And Repairs Of Sewage Lines, Septic Tanks, Soakage Well, Manhole Including Replacement Of Sewage Lines Etc. At ‘Y Stn, Mh And Raipur Satwari Under Age B/R-Ii Of Ge Satwari
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning/ clearing of sewage line (including manholes) 150 mm to 300 mm main line from 1st floor manhole onwards bore of any description, underground at any depth, removing any type of blockage including , Desludging, descaling & dechoking of drain as well as manholes with combined high pressure water jetting cum suction (vacuum) type machine mounted on LCV/HCV and having facilities of high pressure vacuum and provn of hydraulic through high pressure thermo plastic fiber based water jetting hose and conical round shape nozzle pipe and flushing after cleaning including removing the same in the tank to a place outside cantonment at the place meant for the local municipality, all as directed by Engr-in-Charge. Note:- 1. From Item No 1 to 3, the contractor shall keep the sewage line functional throughout the contract period. The unit rate quoted by the contractor shall deemed to be inclusive this aspect.2. The contractor or his authorized representative shall attend the daily basis complaints of AOR of AGE B/R and rectify the same with the completion on same day within 08 Hrs from the receipt of complaint. |
| 2 | Description all as per Srl item No 1 here in before but cleaning done by manual labour of bore of pipe 150 to 300 mm from 1st manhole. Note:- The contractor or his authorized representative should also attend the daily basis complaints of AOR of AGE B/R and rectify the same with the completion on same day within 08 Hrs from the receipt of complaint. |
| 3 | Description all as per srl item No 1 here in before but cleaning done by manual labour of bore of pipe 75 mm to 150 mm from 1st manhole. Note:- The contractor or his authorized representative should also attend the daily basis complaints of AOR of AGE B/R and rectify the same with the completion on same day within 08 Hrs from the receipt of complaint. |
| 4 | Cleaning of blocked WC/Kitchen & Bath/floor trap/Gully traps op to 1st manhole with manual labour as well flushing with clean water making the WC seat operational, including depositing sludge in borrow pits including digging of pits. Covering with excavated earth at a suitable depth all as specified and directed by Engr-in - charge.Note:- 1. The contractor or his authorized representative shall attend the office on every working day to take complaints from AGE/JE (Maint) and will rectify the same with the completion on same day with in 08 official working Hrs from the receipt of complaint. If the contractor will not rectify the complaint in same day , the recovery of Rs 200.00 per complaint per day will be levied . 2. The contractor shall provide 02 Nos Safaiwala to AGE B/R-II from 0900 Hrs to 1700 Hrs even on sundays and holidays to attend emergency complaints. No extra payment shall be admitted for working on Sunday/Holidays. |
| 5 | Cleaning of septic tanks completely by emptying liquid contents including cleaning of inlets, outlets and getting out by using suction pumps and filling the foul material into the covered tanks attached to suction pump and removing and disposing the same at a place meant for disposal of foul meterial out side the cantonment area all as directed.Note:- Cubic content of filled up portion of septic tank i.e liquid only shall be measured. |
| 6 | Cleaning of septic tanks completely by emptying semi solid, solid foul contents including cleaning of inlets, outlets and getting out by using suction pumps and filling the foul meterial into the covered tanks attached to suction pump and removing and disposing the same at a place meant for disposal of foul meterial out side the cantonment area all as directed. Note:- Cubic content of filled up portion of septic tank i.e semi solid and solid contents only shall be measured. |
| 7 | Cleaning of manholes by manual labours completely by emptying semi solid, solid foul contents including cleaning of inlets, outlets. making the manholes clean for free flow of sewage water and removing and disposing the same at a place meant for disposal of foul material out side the cantonment area including taking out and refixing the manhole cover all as directed. |
| 8 | Supply and fixing in repair cast iron oval door access for reqd dia pipe fitting including necessary drilling, nut & bolt. provision of rubber washers to make the joint water complete all as specified and directed.Note :- Work to be carried out up to 4th storey bldg in any condition of working space/area. |
| 9 | All as per Serial item No. 08 above but 100 mm dia. |
| 10 | All as per Serial item No. 08 above but 75 mm dia. |
| 11 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150/200 mm bore, set in cement mortar complete all as specified and as directed by Engineer-in-charge. |
| 12 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes,cables, pipe line, pole etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and as directed by Engineer-in-charge. |
| 13 | All as per Serial item No 12 above but exc. 1.5 m but n.exc. 3.0 m |
| 14 | All as per Serial item No 12 above but exc 3.0 m but n. exc. 4.5 m |
| 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed by Engineer-in-charge. |
| 16 | Removing excavated materials/soils not exceeding. 50 m and depositing where directed at a level not exceeding 1.50 m complete all as specified and as directed by Engr-in-charge. |
| 17 | Material and labour Double wall corrugated DWCPE Pipes of reqd dia with integral socket and necessary fittings , laid in trenches jointed complete all as specified Make : Astral, Supreme, Prince. |
| 18 | All as per Serial item No. 17 above but 150 mm dia. |
| 19 | All as per Serial item No. 17 above but 200 mm dia. |
| 20 | All as per Serial item No. 17 above but 300 mm dia. |
| 21 | Material and labour for Plain cement concrete ( 1:3:6) type C-2 ( using 40 mm graded stone aggregate) as in bed to drain pipes reqd dia including packing under and haunching against the sides of pipes after they are laid and tested. Complete all as specified and as directed by Engineer-in-charge |
| 22 | All as per Serial item No. 21 above but 150 mm dia. |
| 23 | All as per Serial item No. 21 above but 200 mm dia. |
| 24 | All as per Serial item No. 21 above but 300 mm dia. |
| 25 | Demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 26 | Demolition of brick work built in cement mortar including all quoin, arches pillars but excluding ashlar facing dressed stone work and precast concrete article complete all as specified and as directed by Engineer-in-charge |
| 27 | Material and labour for Brick work with subclass 'B' bricks, old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge |
| 28 | Material and labour for Brick work with subclass 'B' bricks, old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 but except bricks complete all as specified and as directed by Engineer-in-charge |
| 29 | Material and labour PCC 1:4:8 Type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed |
| 30 | Cutting into existing manholes for connecting new drains, making good to pipe ( Internal dia 150 to 200mm ) 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 as required. |
| 31 | Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbling down with water etc. complete all as specified and as directed by Engineer-in-charge |
| 32 | Material and labour for Rendering 15mm thick on other than fair faces of brick or concrete surfaces in cement mortar 1:4, rendering is to be finished even and fair without extra cement including mixing of water proofing compound complete all as specified and as directed by Engineer-in-charge. Note :- (WPC shall be measured and paid separately) |
| 33 | Material and labour for Rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4, rendering is to be finished even and fair without extra cement including mixing of water proofing compound complete all as specified and as directed by Engineer-in-charge. Note :- (WPC shall be measured and paid separately) |
| 34 | Supply only Integral water proofing compound complete all as specified and as directed by Engineer-in-charge |
| 35 | Material and labour for Plain cement concrete (1:2:4) Type-B0( 12.50mm graded crushed stone aggregate) Nominal mix in lintels upto 1.5 m clear span, as in copings, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided including necessary for work, complete all as specified and as directed by Engineer-in-charge |
| 36 | Material and labour for Plain Cement concrete (1:3:6) type C-1 using 20 mm graded crushed stone aggregate as in surface channels and drains including necessary formwork complete all as specified and as directed. |
| 37 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed by Engineer-in-charge |
| 38 | Taking down soil/waste/vent pipes of any description, size 50/75/100 mm bore incl all fittings, bends etc., all as specified and directed. |
| 39 | Supply and fixing PVC (SWR) type B pipes reqd dia bore single socketed, in any length with rubber ring joints fixed to walls including stack clamp of PVC as per manufacturer specification fixed to wall with nail at spacing of 1m center to center , complete all as specified and as directed by Engineer-in-charge. |
| 40 | All as per Serial item No. 39 above but 110 mm dia. |
| 41 | All as per Serial item No. 39 above but75 mm dia. |
| 42 | Supply and fixing PVC (SWR) type B pipes reqd dia bore single socketed, in any length with rubber ring joints fixed to floor as per manufacturer specification complete all as specified and as directed by Engineer-in-charge. |
| 43 | All as per Serial item No. 42 above but110 mm dia. |
| 44 | All as per Serial item No. 42 above but 75 mm dia. |
| 45 | Supply and fixing, PVC (SWR) , bends for 75 mm bore , complete all as specified and as directed by Engineer-in-charge. |
| 46 | Supply and fixing, PVC (SWR) , bends with access door for 75 mm bore , complete all as specified and as directed by Engineer-in-charge. |
| 47 | Supply and fixing, PVC(SWR) , bends , for 110 mm bore complete all as specified and as directed by Engineer-in-charge. |
| 48 | Supply and fixing, PVC(SWR) , bends with access door, for 110 mm bore complete all as specified and as directed by Engineer-in-charge. |
| 49 | Supply and fixing, PVC(SWR), junction single, (single 'T') with access door equal or unequal for 110 mm bore , complete all as specified and as directed by Engineer-in-charge. |
| 50 | Supply and fixing, PVC(SWR), junction single, (single 'T') with access door equal or unequal for 75 mm bore , complete all as specified and as directed by Engineer-in-charge. |
| 51 | Supply and fixing PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified. |
| 52 | Supply and fixing PVC (SWR) , Coupler 110 mm dia complete all as specified. |
| 53 | Supply and fixing UPVC (SWR) , reducers 110 mm dia complete all as specified. |
| 54 | Supply and fixing PVC (SWR) vent cowl 75 mm dia complete all as specified. |
| 55 | Supply and fixing, PVC branch piece, single (single 'Y') 75 mm bore complete all as specified and directed. |
| 56 | Supply and fixing, PVC branch piece, single (single 'Y') with access door for 110 mm bore complete all as specified and directed. |
| 57 | Supply and fixing PVC (SWR) 'P’ trap 110 mm, complete all as specified. . |
| 58 | Supply and fixing in Repair Vitreous china water closet Squatting pan, 'Orissa pattern,size 580x440 mm white with integral foot rests (excluding flushing cistern and flush pipe but including connection to trap, and to flushing pipe, anti syphonage pipe,etc complete including making good to dismantled floor in cement concrete M-15 (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate), fixing in repair,complete all as specified and as directed by Engineer-in-charge. |
| 59 | Supply and fixing in Repair Vitreous china wash down water closet Pedestal type with 'P' or 'S' trap including PVC seat cover white (excluding flushing cistern and flush pipe but connection to trap, and to flushing pipe, anti syphonage pipe,etc complete including making good to dismantled floor in cement concrete M-15 (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate), fixing in repair,complete all as specified and as directed by Engineer-in-charge. |
| 60 | Supply and fixing in repair PVC flushing cistern of 10 ltr capacity valveless, symphonic action type, flushing cistern, low level, white with inlet, ball valve, float and handle including flush pipe of 32mm bore PVC and connection to pipes etc complete all as specified and as directed by Engineer-in-Charge. |
| 61 | Providing precast ce- ment concrete (1:2:4) Type B-1 20 mm graded stone aggregate as in manhole cover, win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match set in CM (1:6) all as specified and as directed. |
| 62 | Material and labour for Mild steel TMT bars 8 mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90mm dia or securing with clips, all as specified and as directed. |
| 63 | Demolition of concrete in ground floor not exceeding 15cm in thickness below or above ground level including floor finish such as tiles of any thickness and any description etc. complete all as specified and as directed by Engineer in Charge. |
| 64 | Material and labour for providing 75 mm thick plain cement concrete 1:4:8 mix, type D-2 (Using 40mm graded stone aggregate) as sub-base floor complete |
| 65 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete |
| 66 | Material and labour for Chequered cement concrete tiles 30cm x30cm x 25mm thick, with greay cement and pigment, set, jointed and pointed in neat cement slurry in floors and laid over and including 15 mm thick screed bed in CM 1:6 etc complete all as specified and as directed. |
| 67 | Providing, cement concrete Type B1, 1:2:4 (20mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges |
| 68 | Material and labour 75mm thick PCC 1:3:6 Type C1 (20mm graded aggregate) as in floor/ path/ Plinth protection including necessary form work, surfaces finished fair & even without using extra cement. all as specified and directed. |
| 69 | Grubbing up vegetation, small trees from roots, surface dressing n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out clean adjacent to plinth protection of building for free flow to rainwater, all as specified and directed. |
| 70 | Grubbing up vegetation, small trees from roots, clean the loose dirt with water and repair the same portion with CM 1:3, touchup with same finish, area not exc. 0.10 Sqm each adjacent to CI pipe and roof upto 4th storey building with necessary scaffolding/ladder, all as specified and directed |
| 71 | Supply and fixing factory made 50mm thick SFRC (Steel fiber Reinforcement Concrete cover (HD-20) conforming to IS-12592 in M-30 grade as in drain/manhole cover along with lifting hooks and mild steel flat all around as per manufacturer specification complete all as specified and directed. |
| 72 | Taking up or down steel tubing of 15 mm bore pipe and connections,including cleaning for re-fixing or removal to store, complete all as specified and as directed |
| 73 | Taking up or down steel tubing of 20 mm bore pipe and connections,including cleaning for re-fixing or removal to store, complete all as specified and as directed |
| 74 | Supply and fixing tubes 'medium grade' galvanised, 15 mm bore, ISI marked with all fitting such as bends, tees,elbows, unions,short pieces, connectors, back nuts etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge. |
| 75 | Supply and fixing tubes 'medium grade' galvanised, 20 mm bore, ISI marked with all fitting such as bends, tees,elbows, unions,short pieces, connectors, back nuts etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge. |
| 76 | Dismantling floor, hearth or wall tiling including cement mortar bedding, terrazo dado from wall surface (but not backing), removing serviceable tiles to store and rubbish off the premises. Complete all as specied and directed. |
| 77 | Material and labour for 7 to 8mm thick non skid coloured digital ceramic joint less tiles (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.36 sqm, in floors etc, set and jointed in neat cement slurry and poined in white or coloured cement to match the colour of tiles over and including 15mm thick screed bed in cement motar 1:4 complete all as specified and directed. |
| 78 | Material and labour Glazed ceramic tiles in vertical surface 450X 300X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over 10 mm thick CM 1:4 all as specified. |
| 79 | Dismantling water tanks and removing to store of water storage tanks (Cap. 500 ltr to 1000 ltr ) complete all as specified and directed by Engineer-in-charge. |
| 80 | Supply and fixing Rotational moulded polyethylene water storage tanks of 1000 litres capacity,(cylindrical vertical with closed top) with plastic lid cover, triple layered, white, hoisted and fixed in position all as specified in SSR Part-I including PTMT Ball valves high pressure with epoxy coated Aluminium rod & high density plastic ball complete, screwed for iron pipe or brass ferrule and fixed for 20 mm bore pipe, including making inlet/outlet connections complete all as specified. |
| 81 | Supply and fixing Rotational moulded polyethylene water storage tanks of 500 litres capacity,(cylindrical vertical with closed top) with plastic lid cover, triple layered, white, hoisted and fixed in position all as specified in SSR Part-I including PTMT Ball valves high pressure with epoxy coated Aluminium rod & high density plastic ball complete, screwed for iron pipe or brass ferrule and fixed for 20 mm bore pipe, including making inlet/outlet connections complete all as specified. |
| 82 | Supply and fixing Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 |
| 83 | Supply and fixing in repair self suction siphonic system, EWC vitreous china, twin action, one piece wash down water closet pan, coloured, min of size 660mmx365mmx765mm with Soft Close Duroplast Seat Cover,S trap 300mm & accessories ,complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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