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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹6.2 CrAccepted-AOC 595 955 AURANGABAD KHALSA BIJNOR DISTRICT LUCKNOW UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | L 1 | Accepted-AOC First Lowest | |
| 2 | L 2₹6.5 Cr+₹26.7 L (4.27%)Rejected-Finance | L 2 | Rejected-Finance Second Lowest | |
| 3 | L 3₹6.6 Cr+₹35.6 L (5.70%)Rejected-Finance | L 3 | Rejected-Finance Third Lowest | |
| 4 | L 4₹6.7 Cr+₹42.1 L (6.74%)Rejected-Finance | L 4 | Rejected-Finance Fourth Lowest | |
| 5 | L 5₹6.7 Cr+₹46.6 L (7.46%)Rejected-Finance | L 5 | Rejected-Finance Fifth Lowest |
Tender Value
Refer Docs
EMD Value
₹10 L
Closing Date
19 Dec 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
S.E., Const. Circle, UPJN Urban Lko
S.E., Const. Circle, UPJN Urban Lko
Supply of all materials, labour, T and P etc. for Construction of OHT, PH, SQ, BW, Site development, SCADA Supply of all materials for laying and jointing of RM, DS including all labour an Gosaiganj NP Reorganization WS scheme under AMRUT 2.0 Lucknow
2025_UPJNM_1093617_1
3545/M-13/272, dt 19-11-2025
Open Tender
Civil Works - Others
Percentage
548 days
Gosaiganj Nagar Panchayat Dist. Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Ex. En. Const. Div. UPJN Urban Hardoi
₹10 L
S.E., Const. Circle, UPJN Urban Lko
18 Mar 2026
25 Nov 2025
19 Dec 2025
25 Nov 2025
19 Dec 2025
25 Nov 2025
5 Dec 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1A - Civil works :- Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India, Supply of all materials, labour, T&P etc required for construction of Intz type RCC over head tank including various works like - Ventilator and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), over flow pipe connect with distribution main with NRV of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge, duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and sluice salve chamber, bye-pass arrangement of OHT, flooring, apran & drain (100 mm thick PCC of 1:1.5:3 & 100 mm thick RCC of 1:1:2 ), floor two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) after finishing of RCC surface with grinder, repair of pin holes, unevenness., railings - 20 mm G.I. pipe class - B railing around stair case (both sides), balcony & top dome periphery in three rows with MS angle iron post 50x50x6 in one metre distance, M.S ladder from opening of top dome to bottom dome 65x65x6 with 20 mm steel round bar, Stair case (Seperate two column based RCC staircase upto top dome and 1 m wide balcony with arrangement of M.S Gate and MS square mesh), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under: For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm including required earthfilling for maintaining FGL as per level of nearest road cost of earth required for filling not to be paid extra. Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of Engineer in charge. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. | |||||
| 1.01 | Over Head Tank - 750 KL / 20 M Staging at Zone II | 1 | No. | 1,15,02,006 | ₹1,15,02,006 |
| 2Design of distribution network and supply of following dia of high density polyethelene Pipes (HDPE (PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains (keeping minimum dia of pipe 110 mm) including crossing of upto 1.00 m vide nala/drain etc. with Carting, lowering, laying and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 10 No. set of electrofusion jointing machine including cutting & peeling tool and other misc. equipments. 2. Contractor will provide 04 No. set of hydro testing machine of 20 kg/cm² capacity including 02 Nos. tractor with water tanker will also be part of this set. 3. Contractor will provide minimum 06 tractor trolley for disposal of surplus earth. 4. Contractor will provide 04 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area. | |||||
| 2.01 | 90 mm dia | 13,533 | M | 255.39 | ₹34,56,192.87 |
| 2.02 | 110 mm dia | 650 | M | 350.94 | ₹2,28,111 |
| 2.03 | 140 mm dia | 830 | M | 532.74 | ₹4,42,174.2 |
| 2.04 | 160 mm dia | 344 | M | 680.84 | ₹2,34,208.96 |
| 3Design of distribution network and supply of following dia of ISI marked S & S centrifugally cast (Spun) ductile iron pipes (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at store including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking, including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gaskets D.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. | |||||
| 3.01 | 200 mm dia | 648 | M | 2,330.97 | ₹15,10,468.56 |
| 3.02 | 250 mm dia | 506 | M | 3,066.03 | ₹15,51,411.18 |
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