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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-Finance | ₹2.9 L | L1 | Accepted-Finance L1 Bidder, Accepted. |
| 2 | L2₹2.9 L+₹594.59 (0.20%)Rejected-Finance | ₹2.9 L+₹594.59 (0.20%) | L2 | Rejected-Finance Bid value higher than L1 bidder. |
| 3 | L3₹2.9 L+₹1,783.77 (0.61%)Rejected-Finance 24 25 S B GORAI ROAD ASANSOL PAYEL ENTERPRISE S B GORAI ROAD VILLAGE TOWN ASANSOL CITY ASANSOL PASCHIM BARDHAMAN WEST BENGAL 713301 INDIA | PASCHIM BARDHAMAN | WEST BENGAL | 713301 | ₹2.9 L+₹1,783.77 (0.61%) | L3 | Rejected-Finance Bid value higher than L1 bidder. |
| 4 | L4₹3.0 L+₹3,270.24 (1.12%)Rejected-Finance | ₹3.0 L+₹3,270.24 (1.12%) | L4 | Rejected-Finance Bid value higher than L1 bidder. |
| 5 | L5₹3.0 L+₹4,489.15 (1.53%)Rejected-Finance | ₹3.0 L+₹4,489.15 (1.53%) | L5 | Rejected-Finance Bid value higher than L1 bidder. |
Tender Value
₹3.0 L
EMD Value
₹5,946
Closing Date
8 Jul 2026, 12:00 pmClosed
Assistant Engineer, Maidan Sub-Div
3-1, Munshi Prem Chand Sarani (St. Georges Gate Road) Hastings Kolkata -700 022
Emergent repair of damage drainage line at CBT Exit to Rani Rashmoni Road under Maidan Sub-Division, P.W.D. during the year 2026-27.
2026_WBPWD_5015844_2
WBPWD/AE/MSD/NIT02/2026-27
Open Tender
CIVIL WORKS
Percentage
Rani Rashmoni Road
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,946
20 Aug 2026
23 Jun 2026
10 Jul 2026
23 Jun 2026
8 Jul 2026
23 Jun 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 |
|---|---|---|---|---|---|
| 0.0 | Providing and laying reinforced concrete Pipe NP3 as per design in single row :- Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
600 mm dia. | 20.5 | Mtr. | 3,301.81 | ₹67,687.11 |
| 0.0 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and
consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 3.38 | % Cu.M | 1,56,976.75 | ₹5,30,581.42 |
| 0.0 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 14.35 | Sq.M | 430.24 | ₹6,173.94 |
| 0.0 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
1:3:6 proportion | - | Cu.M | 5,518.33 | - |
| 0.0 | 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 | 4.92 | Cu.M | 6,857.07 | ₹33,736.78 |
| 0.0 | Supplying, fitting and fixing in position FRP/GRP/COMPOSITE UV stabilizer Gully Pit Cover with high abrasion surface of 7mm top thicknes, density of 2KG/m³ of approved make with rim of approved make (Heavy type)
20 M.T. Gully pit cover (yard gully) with arrangement for opening of size
Frame Clear Opening 500 mm X 600 mm.
Cover Out to Out 560 mm X 660 mm. | 8 | Each | 10,655.88 | ₹85,247.04 |
| 0.0 | 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. | 41.4 | Sq.M | 399.23 | ₹16,528.12 |
| 0.0 | 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 and upto roof of ground floor/upto 4 m
Tor steel/Mild Steel
Other than SAIL/ TATA/RINL | 0.7 | M.T. | 65,447.82 | ₹45,813.47 |
| 0.0 | Brick work with 1st class bricks in cement mortar (1:4)
In foundation and plinth | - | Cu.M | 6,690.97 | - |
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