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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC AOC Issued |
| 2 | L2₹1.7 L+₹10,337.33 (6.40%)Rejected-Finance | ₹1.7 L+₹10,337.33 (6.40%) | L2 | Rejected-Finance Unsuccessful due to 2nd lowest bidder out of total 6 nos. bid |
| 3 | L3₹2.0 L+₹34,971.38 (21.6%)Rejected-Finance | ₹2.0 L+₹34,971.38 (21.6%) | L3 | Rejected-Finance Unsuccessful due to 3rd lowest bidder out of total 6 nos. bid |
| 4 | L4₹2.0 L+₹35,439.49 (21.9%)Rejected-Finance | ₹2.0 L+₹35,439.49 (21.9%) | L4 | Rejected-Finance Unsuccessful due to 4th lowest bidder out of total 6 nos. bid |
| 5 | L5₹2.0 L+₹36,785.29 (22.8%)Rejected-Finance 50 NABANAGAR P O BIRATI P S NIMTA KOLKATA 700050 | KOLKATA | KOLKATA | WEST BENGAL | 700050 | ₹2.0 L+₹36,785.29 (22.8%) | L5 | Rejected-Finance Unsuccessful due to 5th lowest bidder out of total 6 nos. bid |
Tender Value
₹2.0 L
EMD Value
₹3,901
Closing Date
18 Jul 2026, 6:30 pmClosed
Assistant Engineer
Office of the Assistant Engineer, Barasat Sub-Division, P.W.Dte., Chapadalimore, Barasat, Dist- North 24 Parganas, Kolkata- 700 124
Urgent repair of patient party shed at Digital X-Ray unity under Barasat Division, P.W.Dte.
2026_WBPWD_5016691_1
WBPWD/AE/BSTSD/eNIT-05/2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Barasat
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,901
Yes
2 Sept 2026
11 Jul 2026
21 Jul 2026
11 Jul 2026
18 Jul 2026
11 Jul 2026
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 |
|---|---|---|---|---|---|
| 1 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
Pakur Variety | - | Cum | 6,014.35 | - |
| 2 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
For works in foundation, basement and upto roof of ground floor/upto 4 m
Tor steel (SAIL / TATA / RINL) | - | MT | 54,940.3 | - |
| 3 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | - | Sqm | 335 | - |
| 4 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.
The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.
For roof truss works
Span up to 12 Mtr | - | MT | 72,316 | - |
| 5 | Supplying, fitting & fixing single skin color coated trapezoidal profile for wall cladding. Roof shall be made of 0.45mm BMT (Base Metal Thickness), 0.50m TCT (Total coated thickness excluding paint), G550 (minimum 550 yield strength) of Zincalume metallic coating (ISI 5965) with high Solar Reflectance Index (SRI) value for better cooling as per thermo tech technology. 1000-1015mm effective cover width with five major corrugation. 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan and the end rig shall have anti-capillary groove and return leg. The steel sheet shall be fastened with 40 micron zinc coated or 25 micron zinc-tin alloy coated, hex head, self-drilling screw as per IS 3566-2002 Class 3 fastener. The base steel shall be coated with zinc-aluminum alloy Zincalume (AZI50) (i.e. 55% Al, 43.4% Zinc, 1.6% Si) minimum of 150g/m2 coating total on both sides, pre-painted with color bond XRW (xterior roofing walling) paint system of 35 micron Super Durable Polyester paint (SDP) with stable inorganic pigment with no lead contents confirming ISI 5965. The sheet shall be free from defects and have brand making of the manufacturer giving product details on the back of the sheet at regular interval confirming genuinity of the material.
In Roof:-
With 0.5 mm thick sheet | 1 | Sqm | 787 | ₹786.21 |
| 6 | Add : GST @18% (Eighteen Percent) on Rs.1,63,655.00 i.e. Total Amount over item No. 1 to 5 | - | % | 18 | - |
| 7 | Add : Labour Welfare Cess @ 1 % (One Percent) on Rs.1,93,113.00 i.e. Total amount after GST over item No. 1 to 6 | - | % | 1 | - |
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