Tender For special Repair To Septic Tank And Soakage Well And Other Connected Work For Block No P-1 To P-4 At Usman Fafa Of Ccsr Under Ge (West) Lucknow
Tender Value
34 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
2 days left
EMD
68000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Septic Tank And Soakage Well And Other Connected Work For Block No P-1 To P-4 At Usman Fafa Of Ccsr Under Ge (West) Lucknow
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Sep-2026 | CORRIGENDUM1 | BOQ | 12-Sep-2026 |
| 2 | 12-Sep-2026 | Corrigendum | Date | 16-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Surface Excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/ Loose soil complete all as specified and directed |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed |
| 3 | Excavating over areas, exc 1.5 m deep and not exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed |
| 4 | Demolition of Brickwork or stone/ boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles built in cement mortor complete all as specified and directed |
| 5 | M & L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate in foundations / fillings and mass concrete complete all as specified and directed |
| 6 | M&L for RCC Design mix M-25 (using 20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed |
| 7 | M&L for RCC design mix M-25 (using 20mm graded stone aggregate) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed |
| 8 | M&L for RCC Design mix M-25 (using 20mm graded stone aggregate) as in floors, roofs, landings, deck slabs and in shelves complete all as specified and directed |
| 9 | M&L for RCC Design mix M-25 (using 20mm graded stone aggregate) as inBeams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed |
| 10 | Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finishes complete all as specified and directed |
| 11 | Use & waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc.; vertical or to batter fair finishes complete all as specified and directed |
| 12 | Use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed |
| 13 | Use & waste of formwork to edges of concrete flats treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm width rough finished surface of concrete complete all as specified and directed |
| 14 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splay between floors and beams, etc. and similar works for smooth finished surfaces complete all as specified and directed. |
| 15 | M&L for TMT bars 10mm dia and over, 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 complete all as specified and directed. |
| 16 | Ditto all as per item No 15 above, but 6 mm to 8 mm dia complete all as specified and directed. |
| 17 | M&L for Providing precast cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) set in CM 1:6, as in cover slabs (for manhole, drains etc) with plain fair faces, complete all as specified and directed |
| 18 | M & L for brick work using old size brick conforming to IS-12894:2002, Non Modular, class designation 7.5, straight or curved on plan, exc 6.0 m mean radius, built in CM (1:4) including demolition complete all as specified and directed |
| 19 | M&L Brickwork with fly ash bricks in one brick thick honey-comb walling, built in CM (1:3) complete all as specified and directed |
| 20 | Providing and laying hard core broken stone/ boulders to gauge n exc 63 mm complete all as specified and directed |
| 21 | M&L for rendering/plaster by using ready mix mixture of thickness 12 mm to 15 mm on newly prepared surface and plastering the wall surface with white cement based polymer modified self curing mortar complete all as specified and directed |
| 22 | Demoliton/breaking up of drain pipes of 150mm internal dia (salt glazed ware,AC or reinforced concrete) set in cement mortar and taking out off trenches and removing the debris from the site complete all as specified and as directed. |
| 23 | Demoliton/breaking up of drain pipes of 200mm internal dia (salt glazed ware,AC or reinforced concrete) set in cement mortar and taking out off trenches and removing the debris from the site complete all as specified and as directed |
| 24 | S&F DWC (Double wall corrugated) 150 mm dia pipes manufactured as per IS-16098(part-2) having internal surface smooth and external corrugated surface of SN 4 stiffness laid and jointed complete all as specified and as directed |
| 25 | S&F DWC (Double wall corrugated) 200 mm dia pipes manufactured as per IS-16098(part-2) having internal surface smooth and external corrugated surface of SN 4 stiffness laid and jointed complete all as specified and as directed |
| 26 | M&L for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) concrete bed to drain pipes including packing under, and haunching against the sides of pipes after pipes they are laid and tested, internal dia of pipes 150mm complete all as specified and directed |
| 27 | M&L for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) concrete bed to drain pipes including packing under, and haunching against the sides of pipes after pipes they are laid and tested, internal dia of pipes 200mm complete all as specified and directed |
| 28 | 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 B1 (Using 20mm graded stone aggregate) smooth finished and reforming benching as required for 100/150/200 mm internal dia of pipe complete all as specified and as directed |
| 29 | M&L plain cement concrete 1:2:4 type B1 (Using 20mm graded stone aggregate) as in benching,copings etc, including necessary form work and incl demolitiom of existing complete all as specified and directed |
| 30 | Returning / filling in layers including spreding, leveling, watering and well ramming in layers not exc 25cm each complete all as specified and directed |
| 31 | Removing excavated earth not exc 50 m and depositing whereas directed at a level n, exc 1.5m above the starting point complete all as specified and directed |
| 32 | S&F in repair of PVC (SWR) vent cowls suitable for 110mm bore pipes complete all as specified and directed. |
| 33 | M&L Framed work such as grills, gratings,jallis 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 incl dismentling of existing complete all as specified and directed |
| 34 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed |
| 35 | M&L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed |
| 36 | M&L for Precast manhole chamber of circular inner dia 800mm & over all height 600 mm thickness of Precast chamber and reinforcement,weight & other details as per drg. The Precast manhole is made of high performance self compacting concrete (SCC) of M-40 grade with high tensile tendon steel, cured under controlled factory conditions. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Hole of dia 100/150/200 mm shall be made by concrete core cutting and joint shall be fixed with Non-shrink cementations grouts/paste shall have a minimium compressive strength of 50N/mm2 at 7 days. Manhole Chamber shall be laid over and including 100 mm thick PCC complete all as specified and shown on drg & directed by Engineer-in-ChargeNote:- The work shall be carried out through MOU of pre-cast factory. The sample of MoU is enclosed as per Appx 'F'. The contractor is advised quote their rate accordingly. |
| 37 | M&L for Precast manhole chamber of circular inner dia 800mm & over all height 800 mm thickness of RCC and reinforcement,weight & other details as per drg. The Precast manhole is is made of high performance self compacting concrete (SCC) of M-40 grade with high tensile tendon steel, cured under controlled factory conditions. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Hole of dia 100/150/200 mmshall be made by concrete core cutting and joint shall be fixed with Non-shrink cementations grouts/paste shall have a minimium compressive strength of 50N/mm2 at 7 days.Manhole Chamber shall be laid over and including 100 mm thick PCC complete all as specified and directedNote:- The work shall be carried out through MOU of pre-cast factory. The sample of MoU is enclosed as per Appx 'F'. The contractor is advised quote their rate accordingly. |
| 38 | M&L for Precast manhole chmaber of circular inner dia 800mm & over all height 1000 mm thickness of RCC and reinforcement,weight & other details as per drg. The Precast manhole is made of high performance self compacting concrete (SCC) of M-40 grade with high tensile tendon steel, cured under controlled factory conditions. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Hole of dia 100/150/200 mmshall be made by concrete core cutting and joint shall be fixed with Non-shrink cementations grouts/paste shall have a minimium compressive strength of 50N/mm2 at 7 days.Manhole Chamber shall be laid over and including 100 mm thick PCC complete all as specified and directed Note:- The work shall be carried out through MOU of pre-cast factory. The sample of MoU is enclosed as per Appx 'F'. The contractor is advised quote their rate accordingly.. |
| 39 | M &L of Precast LD manhole cover of size suitable for manhole of 800 mm dia. Thickness of RCC and reinforcement,weight & other details as per drg .The preacst manhole cover is made of high performance self compacting concrete (SCC) of M-25 grade with high tensile tendon steel, cured under controlled factory conditions. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. complete all as specified and directed Note:- The work shall be carried out through MOU of pre-cast factory. The sample of MoU is enclosed as per Appx 'F'. The contractor is advised quote their rate accordingly. |
| 40 | M & L for 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base etc.including demolition of Cement concrete (unreinforced) in ground floor and paving n exc 15cm thicknes and below or above ground level complete all as specified and directed |
| 41 | M & L Chequered cement concrete tiles of size 30cm x 30cm x 25mm thick, set in cement Mortor jointed and pointed in neat cement slurry with grey cement & no pigments laid over and including Screed bed or bedding layer of 15 mm thick in Cement mortar 1: 6 for laying floor finishes incl demolition complete all as specified and directed. |
| 42 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footpath, parks,lawns, drive ways or light traffic parking etc., length, thickness & size/shape etc made by table vibratory method by using PU mould & laid in required colour & pattern incl demolition complete all as specified and directed |
| 43 | Supply and fixing of 25 mm dia (Nominal bore) galvanised iron water tubing 'medium grade' with and including all GI fittings such as flanges, unions, reducer sockets, socket reducing bends, elbows, tee, checknuts, caps, plugs etc.including Cutting and chaseing in brick wall for concealed GI tubing and making good in CM 1:4 n.exc 10 cm in girth fixed complete to walls and ceilings or laid in floors and testing including taking down of existing GI tubing complete all as specified and directed. |
| 44 | M&L for Preparation of new plastered surfaces of wall and applying two coats of cement base paint complete all as specified as directed. |
| 45 | M&L preparation of new steel surface of any description exceeding 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed |
| 46 | S & F in repair 110 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed |
| 47 | S & F 110 mm bore PVC (SWR) bends complete all as specified and directed |
| 48 | S & F 110 mm bore PVC (SWR) branch piece single (Single `Y') equal or unequal with access door complete all as specified and directed |
| 49 | S&F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed |
| 50 | M&L for 75 mm thick PCC 1:3:6 type C1 (using 20 mm graded crushed stone aggregate) as in plinth protection surface finished fair and even incl demolition complete all as specified. Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) complete all as specified and directed Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 16, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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