Tender For special Repair To Area Drainage At Offrs Md Accn Carriappa Enclave And special Repair To Soakage Well & Septic Tank For 100 User At Comd Map Depot Area Of Age Br-Ii Under Ge (West) Lucknow
Tender Value
46.31 Lakhs
Estimated cost
Bid Submission
03 Oct 2026
8 days left
EMD
92620
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 Area Drainage At Offrs Md Accn Carriappa Enclave And special Repair To Soakage Well & Septic Tank For 100 User At Comd Map Depot Area Of Age Br-Ii Under Ge (West) Lucknow
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches in any type of soil not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out of soft/loose soil complete all as specified and directed. |
| 2 | M&L for cement concrete 1:4:8, type D2 (using 40 mm graded aggregate) in foundations / fillings and mass concrete including demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 3 | Demolition of brick work or stone/ boulder masonry/PCC block masonary, built in cement mortar or cement lime mortar including all quoins, pillars etc complete all as specified and directed. |
| 4 | S&F of precast U-shape drain without lid cover of size 450 mm (width) x 450 mm (depth) (from inner side of drain) x 2000 mm (length) and 610 mm (width) x 525 mm (depth) (from outer side of drain) made with Fe 500/550D grade TMT steel reinforcement bars in each unit made of high performance self compacting concrete (SCC) of M-40 grade. cured under controlled factory conditions through steam curing.having loading capacity of 5 kn/sqm with precast cover to carry load (light motor vehicle loading etc) 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, concrete mix design as per IS-9103 with weight of each drain unit (without lid cover) atleast 560 kg (tolerance limit 3%) complete all as specified and directed by Engr-in-charge. NOTE - (i) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality. (ii) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding. (iii) Prior technical evaluation, rep of GE (West) Lucknow will visit to precast factory to verify eligibility criteria of Precast factory of uploaded MOU by bidder. If precast factory will not meet eligibility criteria as given in CA shall be liable to be rejected. (iv) The contractor is adivised to quote their rates as per MOU accordingly. |
| 5 | S&F of precast U-shape drain without lid cover of size 450 mm (width) x 600 mm (depth) (from inner side of drain) x 2000 mm (length) and 610 mm (width) x 680 mm (depth) (from outer side of drain) made with Fe 500/550D grade TMT steel reinforcement bars in each unit made of high performance self compacting concrete (SCC) of M-40 grade. cured under controlled factory conditions through steam curing.having loading capacity of 5 kn/sqm with precast cover to carry load (light motor vehicle loading etc) 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, concrete mix design as per IS-9103 with weight of each drain unit (without lid cover) atleast 560 kg (tolerance limit 3%) complete all as specified and directed by Engr-in-charge. NOTE - (i) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality. (ii) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding. (iii) Prior technical evaluation, rep of GE (West) Lucknow will visit to precast factory to verify eligibility criteria of Precast factory of uploaded MOU by bidder. If precast factory will not meet eligibility criteria as given in CA shall be liable to be rejected. (iv) The contractor is adivised to quote their rates as per MOU accordingly. |
| 6 | S&F of precast perforated lid cover for U-shape drain 450mm (width) drain of 500mm (length) x 70mm (thickness) made with Fe 500/550D grade TMT steel reinforcement bars in each unit made of high performance self compacting concrete (SCC) of M-40 grade, cured under controlled factory conditions through steam curing. having loading capacity of 5 kn/m.so. (light motor vehicle loading) 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, concrete mix design as per IS-9103 with weight of each lid cover atleast 50 kg (tolerance limit 3%) complete all as specified and directed by Engr-in-charge. NOTE - (i) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality. (ii) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding. (iii) Prior technical evaluation, rep of GE (West) Lucknow will visit to precast factory to verify eligibility criteria of Precast factory of uploaded MOU by bidder. If precast factory will not meet eligibility criteria as given in CA shall be liable to be rejected. (iv) The contractor is adivised to quote their rates as per MOU accordingly. |
| 7 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. |
| 8 | M&L for Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed. |
| 9 | 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 (unreinforcde) in ground floor and paving n exc 15cm thickness and below or above ground level complete all as specified and directed |
| 10 | M & L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in with grey cement & no pigment over screed bed or bedding layer of mortar 20mm thick in CM(1: 6) for laying floor finishes including demolition of existing tiles including bedding etc complete all as specified and directed. |
| 11 | M & L for Brick work with fly ash bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 12 | M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 , finished even and smooth without using extra cement etc. complete all as specified and directed. |
| 13 | M & for Plain Cement Concrete Type B0 1:2:4 (using 12.5 mm graded granite stone aggregate) in lintels upto 1.5m clear span, copings, kneelers, including weathering, slightly rounded or chamfered angles and throating, as directed |
| 14 | S & F 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 including dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed. |
| 15 | S & F RCC Class NP -3, 200 mm bore pipes laid and jointed complete with collars complete all as specified and directed. |
| 16 | M & L Pre cast reinforced cement concrete 1:1.5:3, type A1 (using 20mm graded stone aggregate) set in cement mortar 1:4 for man holes and drain cover slab including demolition of old reinforced cement concrete complete all as specified and directed. |
| 17 | S & F of Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. |
| 18 | M & L for 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 directed. |
| 19 | Supply and fix in repairs 110 mm dia PVC SWR pipe, single socketed in any length with rubber ring joints fixed in trenches.or on walls with stack clamps etc complete all as specified and directed. |
| 20 | Provn of septic tank RCC conventional septic tank designed to carry sewage and sullage water , excavation inany type of soil , PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls , Base slab Baffle walls and roof slab including beams etc with vent shaft , manhole openings with cover connection etc complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users, debries disposed out from MoD land complete all as specified and directed by Engr-in-Charge (Refer Drg No TD/750 dt 21.03.2018) |
| 21 | Provn of soak well excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonary with top ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonary in CM , RCC cover slab in M-25/SRFC cover intercepting pipes of RCC/DWC complete filled with brick bats of size 2.4m diaX6.0m effective depth complete all as specified and directed by Engr-in-Charge (Refer Drg No TD/576 dt 16.6.89) |
| 22 | 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. |
| 23 | 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. |
| 24 | Demolition/breaking up of drain pipes of 150mm internal dia (salt glazed ware, AC or reinforced concrete) set in cement mortor and taking out off trenches and removing the debries from the site complete all as specified and directed. |
| 25 | Demolition/breaking up of drain pipes of 200mm internal dia (salt glazed ware, AC or reinforced concrete) set in cement mortor and taking out off trenches and removing the debries from the site complete all as specified and directed. |
| 26 | 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 directed. |
| 27 | 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 directed. |
| 28 | M&l for PCC 1:4:8 type D-2(40mm graded stone aggregate) as in foundatins, filling and mass and sloping floor including demolition cement concrete complete all as specified and directed. |
| 29 | M&l for PCC 1:3:6, type C-2 (40mm graded stone aggregate) as in surface channel, benching of manhole/drain including necessary form work/mould etc including demolition cement concrete complete all as specified and directed. |
| 30 | M&l for PCC 1:2:4, type B-0 (12.5mm graded stone aggregate)as in coping,including demolition of cement concrete complete all as specified and directed. |
| 31 | M&L for cutting into existing manholes for connecting new drains, internal dia of pipe 150mm 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 smooth finished and reforming benching etc complete all as specified and directed. |
| 32 | M & L for brick work using fly ash 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 of old bricks complete all as specified and directed. |
| 33 | M&L for rendering/plaster by using readymix 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. |
| 34 | M&L for Providing factory made cover full floor mediun duty weight Square/rectangular (size 500mm x 900mm) thickness not less than 75mm set in CM 1:6, as in cover slabs (for manhole, drains etc) with plain fair faces, with angle iron frame alround all as spd. NOTE - (i) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality. (ii) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding. (iii) Prior technical evaluation, rep of GE (West) Lucknow will visit to precast factory to verify eligibility criteria of Precast factory of uploaded MOU by bidder. If precast factory will not meet eligibility criteria as given in CA shall be liable to be rejected. (iv) The contractor is adivised to quote their rates as per MOU accordingly. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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