Tender For Repair/Maint Of Sewage Line, Manholes, Area Drain, Culverts, Drain Cover In C-2 Sector Of Age B&R-I (South) Under Ge (South) Ambala Cantt.
Tender Value
15 Lakhs
Estimated cost
Bid Submission
07 Nov 2026
3 days left
EMD
30000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ambala → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Maint Of Sewage Line, Manholes, Area Drain, Culverts, Drain Cover In C-2 Sector Of Age B&R-I (South) Under Ge (South) Ambala Cantt.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge. |
| 2 | Material and labour for brick work with sub class 'B' (old size) bricks, straight or curved on plan, exceeding 6 mtr mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material and labour for brick work built in CM (1:6) straight or curved on plan exceeding 6 metre mean radius using sub class ‘B’ bricks (Except bricks) complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material and labour for 15mm thick rendering in cement mortar (1:4) on surface of any description of brick or concrete and finished the surface even and fair without using extra cement but using WPC @ 2% by weight of cement or as per manufacturer instruction and including two coats of cement base paint over a coat of alkaline resistant primer complete all as specified and directed by Engineer-in-Charge. |
| 5 | Demolition of concrete in ground floors and pavings not exc 15 cm thickness (below or above ground level) including removal of debries to distance exc 250mtr complete all as specified and directed by Engineer-in-Charge. |
| 6 | Material and labour for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in coppings, benching, kerbs, edges for manhole /drains etc including necessary form work complete all as specified and directed by Engineer-in-Charge. |
| 7 | Demolition of re-inforced cement concrete including re-inforcement cut as required to facilitate demolition in ground floor and paving not exc 15cm thickness complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material and labour for Pre-cast RCC 1:2:4 type B1 (using 20mm graded broken stone agg) as in manholes cover slab etc and set in CM 1:4 including necassary form work and mouldings complete all as specified and directed by Engineer-in-Charge.Note : Re-inforcement shall be measured and paid seperately. |
| 9 | Material and labour for RCC 1:2:4 Nominal mix type B1 using 20 mm graded crushed stone aggregates Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge. |
| 10 | Use and waste of formwork to soffits of suspended slabs and similar works not. exc 200mm thick (horizontal or sloping) fair finished flat surfaces complete all as specified and directed by Engineer-in-Charge. |
| 11 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide rough finished flat surfaces of concrete complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material and labour mild steel 10 mm dia and over TMT bar, FE 550D 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 0.9 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material and labour mild steel 6-8 mm dia TMT bar, FE 550D cut to length, bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 14 | Excavation in trenches n exc 1.50m wide, n exc 1.50m in depth for foundation etc n exc 10 sqm on plan and getting out in any type of soill complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material and labour PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed by Engineer-in-Charge. |
| 16 | Returning filling in, in soil, including spreading leveling watering and well ramming in layers not exceeding 25 cm each complete all as specified and directed by Engineer-in-Charge. |
| 17 | Removing excavated spoil/materials to a distance not exceeding 50 metre and depositing where directed at level not exceeding 1.5 above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 18 | Supply and fixing in replacement of 110mm dia uPVC soil, waste, drain pipe, type ‘B’, conforming to IS 13592-1992, single socketed, in any length, with rubber rings joints or jointed with solvent cement, laid in trenches including dismantling of old pipe as existing and removal from site complete all as specified and directed by Engineer-in-Charge. Note- Rubber rings for pipes and fittings shall conform to IS 5382-1985. |
| 19 | Supply and fixing in replacement of 160mm dia uPVC soil, waste, drain pipe, type ‘B’, conforming to IS 13592-1992, single socketed, in any length, with rubber rings joints or jointed with solvent cement, laid in trenches including dismantling of old pipe as existing and removal from site complete all as specified and directed by Engineer-in-Charge. Note- Rubber rings for pipes and fittings shall conform to IS 5382-1985. |
| 20 | Material and labour for PCC 1:3:6 type C2 (using 40mm graded broken stone agg) as in bed in drain pipe 110mm dia bore including packing under and haunching including necessary shuttering against the sides of pipes after they are laid and tested all as specified and directed by Engineer-in-Charge. |
| 21 | Material and labour for PVC (SWR) bends of 110 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 22 | Supply and fixing in replacement of 75mm dia UPVC soil, waste, drain pipe, type ‘B’, conforming to IS 13592-1992, single socketed, in any length, with rubber rings joints or jointed with solvent cement, laid in trenches including dismantling of old pipe as existing and removal from site complete all as specified and directed by Engineer-in-Charge. Note- Rubber rings for pipes and fittings shall conform to IS 5382-1985. |
| 23 | Supply and fixing PVC (SWR) 110 mm pipe type A single socket in any length with rubber ring joints fixed to walls including dismantling of existing pipes of any description any length complete all as specified and directed by Engineer-in-Charge. |
| 24 | Supply and fixing PVC (SWR) 75 mm pipe type A single socket in any length with rubber ring joints fixed to walls including dismantling of existing pipes of any description any length complete all as specified and directed by Engineer-in-Charge. |
| 25 | Material and labour for 75 mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-Charge. |
| 26 | Material and labour for PVC junction single (single 'T') of 75mm dia equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 27 | Material and labour for PVC junction single (single 'T') of 110mm dia equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 28 | Supply and fixing PVC (SWR) vent cowl of dia 110 mm complete all as specified and directed by Engineer-in-Charge. |
| 29 | All as per item No 28.00 here in before but 75mm complete all as specified and directed by Engineer-in-Charge. |
| 30 | Supply and fixing PVC (SWR) couplers 75mm complete all as specified and directed by Engineer-in-Charge. |
| 31 | Supply and fixing PVC (SWR) couplers 110mm complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material and labour for 75 mm dia of bore PVC (SWR) floor trap plain with grating/ grating doom including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge. |
| 33 | Supply and fixing in repair of vitreous china squatting pan of orrisa pattern size 580 x 440 mm white (Ist quality) with ‘P’ or ’S’ trap, front or back inlet and foot rests of any pattern complete including provision of cement concrete bed and connection to flush pipe excluding flushing cistern, flush pipe and bracket and making good the disturbed area complete all as specified and directed by Engineer-in-Charge. |
| 34 | Supply and fixing in repair 10 ltr PVC valve less, synphonic action typelow level flushing cistern white/coloured , with inlet ball valve, float and handle including flush pipe of polyethylene of low or high density or PVC 32mm dia for low level cistern and brackets complete all as specified and directed by Engineer-in-Charge. |
| 35 | Supply and fixing in repair PVC connections 15mm size with PTMT nuts of length of 600 mm complete all as specified and directed by Engineer-in-Charge. |
| 36 | Supply and fixing in repair of vitreous china wash down water closet pedestal pattern (EWC), White including connection to trap and to flushing pipe with ‘P’ or ‘S’ trap, making good to floor, plastic water closet seat cover with mild steel chromium plated hinges and chromium plated jet spray with 1.5 meter flexible LDPE pipe jointed with pipe complete all as specified and directed by Engineer-in-Charge. |
| 37 | Material and labour for premium quality, joint free, non skid coloured ceramic tiles, area of each tile exc 0.11 sqm but not exceeding 0.18 sqm, 7 to 8 mm thick as in floor, set and jointed in neat cement slurry @ 3.00 kg/square metre and pointed in white or coloured cement to match the surface over and including 15mm thick screed bed or layer in cement mortar (1:4) including dismantling of existing tiles etc including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 38 | Material and labour for premium quality coloured glazed ceramic tiles (300x 450x 7 to 8mm thick) as in vertical surfaces such as dado, skirting etc set and jointed in neat cement slurry @ 3.00 kg/square metre and pointed in white or coloured cement to match the shade of tiles over and including rendering 10mm thick in cement mortar 1:3 finished rough surface to receive tiles including dismantling of existing wall tiling including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 39 | Cleaning of soil/waste pipe lines of any type of 100mm dia by roding from man hole to man hole cleaning and flushing with water for the cleaning including removal of sludge and re-setting of man holes cover complete all as specified and directed by Engineer-in-Charge. |
| 40 | All as per item No 39.00 here in before but for 150mm dia soil/waste pipe line complete all as specified and directed by Engineer-in-Charge. |
| 41 | Cleaning of under ground sewer lines of any type and size exc 100 mm dia and not. exc 200 mm dia including manhole upto 2 m depth and removing sludge upto 200 mtr of any type of blockage of anykind of manhole or lines by means cleaning through manually by using bamboos, roodding, including desludging descaling & clear the chocking where ever flushing the entire stretch complete all as specified and directed by Engineer-in-Charge. |
| 42 | Cleaning of brick/cement concrete drains of any type and size and removing sludge to 50 mtr distance complete all as specified and directed by Engineer-in-Charge. |
| 43 | Removing blockage from WC's, traps (P-trap/floor trap/nahani trap/gully trap etc) inside the buildings at any floor including cleaning and flushing the pipes upto first man hole as of complaints recieved day to day complete all as specified and directed by Engineer-in-Charge. Note :- (1) This item inculdes cleaning of each pipes of toilet block/kitchen irrespective of length of pipes involved up to first man hole and altogether shall be taken as one job for payment purpose. Note :- (2) Labours for cleaning of manholes/nahani trap/ gully trap manually will report to AGE B/R-I complaint cell at 0845 hrs daily except on holiday, failing which the recovery @ 250/day per person will be imposed to the contractor as the clearing of sewage blockage is an essential service. |
| 44 | Cleaning of manholes/grease traps upto 1.5 metre depth and removal of sludge/silt etc in foul conditions to outside MOD land including testing of manholes by filling with water complete all as specified and directed by Engineer-in-Charge. |
| 45 | NOTE:- Amount of credit of Rs. 40,380.00 for retrieved materials is mentioned in Schedule of Credit Page No 21 & 22 of tender documents in pdf form which will be deducted offline while acceptance of tender. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysNov 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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