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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-AOC | ₹34.4 L | L1 | Accepted-AOC accepted |
| 2 | L2₹35.3 L+₹94,531 (2.75%)Rejected-AOC | ₹35.3 L+₹94,531 (2.75%) | L2 | Rejected-AOC rejected |
| 3 | L3₹36.0 L+₹1.7 L (4.81%)Rejected-Finance | ₹36.0 L+₹1.7 L (4.81%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹37.4 L+₹3.0 L (8.76%)Rejected-Finance | ₹37.4 L+₹3.0 L (8.76%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹38.0 L+₹3.7 L (10.7%)Rejected-Finance | ₹38.0 L+₹3.7 L (10.7%) | L5 | Rejected-Finance Rejected |
Tender Value
₹45.0 L
EMD Value
₹90,030
Closing Date
27 Jul 2026, 5:00 pmClosed
EXECUTIVE ENGINEER PWD COB DIVN
OFFICE OF THE EXECUTIVE ENGINEER, PWD, COOCH BEHAR DIVISION SUNITY ROAD, COOCH BEHAR, PIN- 736101
Special Repairing and Rehabilitation Work of Ramkrinshna Setu (Joist Pile Bridge) at 1.867 km of Talliguri Chowpathi to Baklabazar road via Shaldanga Chowpathi road, under PWD Tufanganj Sub- Division under PWD Cooch Behar Division, in the District of
2026_WBPWD_5016532_1
WBPWD/EE/COB_DIVN/NIT_12/26_27
Open Tender
CIVIL WORKS
Percentage
180 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹90,030
Yes
10 Sept 2026
13 Jul 2026
29 Jul 2026
13 Jul 2026
27 Jul 2026
13 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 | M.S. work in Rolled steel joists, channels, angles. Tees, plates etc. including hoisting, placing in position including providing staging and removing after completion of works and cutting to sizes as required. For Structural Steel (MS) angles, joists, channels, flats etc. Above 200mm & up to 400mm size. | - | MT | 73,938.62 | - |
| 2 | M.S. work in Rolled steel joists, channels, angles. Tees, plates etc. including hoisting, placing in position including providing staging and removing after completion of works and cutting to sizes as required. For Structural Steel (MS) angles, joists, channels, flats etc. Up to 200mm size. | 0.8 | MT | 66,788.62 | ₹53,424.22 |
| 3 | M.S. work in Rolled steel joists, channels, angles. Tees, plates etc. including hoisting, placing in position including providing staging and removing after completion of works and cutting to sizes as required. Steel plates. 10 – 20 mm | - | MT | 63,070.62 | - |
| 4 | M.S. Works in bolts and nuts of different sizes fitted and fixed in position including drilling holes and welding including cost of labour and materials. | - | Kg | 68.4 | - |
| 5 | Welding by gas / electric plant including transportation of welding plant at site including cutting, forging & drilling to required shape. | - | cm | 1.8 | - |
| 6 | Driven vertical Steel piles of required diameter and required length (length to be measured from the bottom of raft / Pile Cap to the bottom of shoe)including cost of all materials and labour for casting,hoisting, driving etc. and also including cost of dummy lengths of pile and of hire charges of all instruments as necessary but including reinforcement complete as per drawing and & Technical Specification. | - | mtr | 155 | - |
| 7 | Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge. Using N.B. Variety Boulders. | - | Cu.m | 1,207.25 | - |
| 8 | Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I wire. (With 100mm x 100mm mesh.) | - | Sq.m | 201 | - |
| 9 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth. With pumping out water including shoring as required as required. | - | Cu.m | 124 | - |
| 10 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. | - | Cu.m | 92 | - |
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