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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹123.2 CrAccepted-AOC | 1 | Accepted-AOC First Lowest | |
| 2 | 2₹126.1 Cr+₹2.9 Cr (2.35%)Rejected-Finance | 2 | Rejected-Finance L2 and Disqualified | |
| 3 | 3₹141.8 Cr+₹18.6 Cr (15.1%)Rejected-Finance | 3 | Rejected-Finance L3 and Disqualified | |
| 4 | 4₹146.4 Cr+₹23.2 Cr (18.8%)Rejected-Finance | 4 | Rejected-Finance L4 and Disqualified | |
| 5 | Rejected-Technical | - | Rejected-Technical Disqualified in Turn over Lead |
Tender Value
Refer Docs
EMD Value
₹1.5 Cr
Closing Date
13 Jun 2023, 2:00 pmClosed
Office of Superintending Engineer, Construction Ci
Office of Superintending Engineer, Construction Circle, U.P. Jal Nigam (Urban) Lucknow
Supply of all materials, labour for Construction of OHT, CWR,PH, SQ, Boundary wall, Site development, laying, jointing of rising main, distribution system TW and SCADA system at Lucknow District-D, Sarojni Nagar-I, II and Ibrahimpur ward WS Scheme
2023_UPJNM_805957_1
881/M-13/117, dt 23-05-2023
Open Tender
Civil Works
Percentage
730 days
Sarojni nagar Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
E.E., Construction Division, UPJN Urban, Hardoi
₹1.5 Cr
Office of Superintending Engineer, Construction Ci
23 Feb 2024
25 May 2023
13 Jun 2023
25 May 2023
13 Jun 2023
25 May 2023
29 May 2023
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 |
|---|---|---|---|---|---|
| 1Over Head Tank 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 electronic Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe) upto 3 metre out side of OHT floor, 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 drawing & design and specification and place decided by engineer in charge, duck foot bend on RCC block, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and Sluice Valve Chamber, Bye-pass arrangement of OHT, Flooring, Apran 100 mm thick PCC of 1:2:4 cement, coarse sand and 40 mm stone ballast & 100 mm thick RCC of 1:1.5:3 cement coarse sand and 12 to 20 mm stone grit & 30 mm thick 1:2 cement and coarse sand finished with 3mm neat coat of cement including pannaled by glass strip 35 mm x 4 mm thick, 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 - 2500 KL / 24 M Staging at Sarojni Nagar - I, Zone 1 | - | No. | 0.34 | - |
| 1.02 | Over Head Tank - 1500 KL / 24 M Staging at Sarojni Nagar - I, Zone 2 | - | No. | 0.85 | - |
| 1.03 | Over Head Tank - 1400 KL / 24 M Staging at Sarojni Nagar - I, Zone 3 | - | No. | 0.56 | - |
| 1.04 | Over Head Tank - 2500 KL / 24 M Staging at Sarojni Nagar - II, Zone 1 | - | No. | 0.05 | - |
| 1.05 | Over Head Tank - 2500 KL / 24 M Staging at Sarojni Nagar - II, Zone 2 | - | No. | 0.05 | - |
| 1.06 | Over Head Tank - 2000 KL / 24 M Staging at Ibrahimpur, Zone 1 | - | No. | 0.95 | - |
| 2Clear Water Reservoir :- Structural Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house not to be less than 5.0 x 7.0 m to accomadate 3 no of pumping plants and other appurtenant work etc as per IS 3370-1965 (Part I to IV) or its latest amendments. Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India. The design will be based on all relevant technical specification as given herewith in bid document. A separate room of not less than 3.00x3.00m in size should be provided by the side of the pump house for record keeping. Provision for fixing of inlet pipe equivalent to no of TWs to be connected to CWR and over flow pipe of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per drawing & design and specification and place decided by engineer in charge. The floor of pump house and top of CWR and the room provided at the side of pump house should be 25mm KOTA stone flooring. The size of CWR pump house should be such that all the motor pump starters O.C.B. cables, water level indicator all piping arrangement, reflex valve sluice valve etc may be accommodated in the pump house. Architectural view and GA drawing of pump house shall be approved by department before execution of work. The pump house will be constructed with all appurtenant work such as fixing of door window grill shutter and collapsible door if required suitable gantry beam with rail electronic water level indicator as given in detail specification including necessary glazed door, 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.) Arrengement of ventilator and manhole with MS locking arrengement system. 1 m wide RCC stair case with stainless steel hand railing to go inside reservoir and 1 m wide RCC stair case & 1 m wide RCC ramp with stainless steel hand ralling up to CWR, sump below the pump house area, Railing on top around CWR - 20 mm G.I. Pipe class - B in three rows with MS angle iron post 50x50x6 in one metre distance over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, 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 mentioned as under: Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL, 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. | |||||
| 2.01 | CWR - 600 KL at Sarojni Nagar - I, Zone 1 | - | No. | 0.46 | - |
| 2.02 | CWR - 1100 KL at Sarojni Nagar - II, Zone 1 | - | No. | 0.68 | - |
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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