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Tender Value
₹5.5 L
EMD Value
₹11,072
Closing Date
13 Jul 2026, 5:00 pm4d left
EE/West Midnapore Division
Office of the Executive Engineer West Midnapore Division Sekhpura Midnapore, Paschim Medinipur
Construction of wooden bridge over Mugdari Khal at Ch 30 m Mouza Khajuri of Block and PS Debra under DistrictPaschim Medinipur
2026_IWD_1029734_12
WBIW/EE/WMD/NIT-02e/2026-27
Open Tender
CIVIL WORKS
15 days
Debra
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,072
Yes
27 Jun 2026
27 Jun 2026
14 Jul 2026
27 Jun 2026
13 Jul 2026
27 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 |
|---|---|---|---|---|---|
| 1 | Best Seasoned wood work in shutters, posts, plates, rafters, battens,trusses, beams, purlins, bargas,wheel-guards, running boards, frames etc. including supplying at site, handling, hoisting, fitting & fixing in position excluding the cost of bolt and nuts only but including the cost of nails and screws with cost and carriage of all materials complete as per the direction of the Engineer-in-charge. (The quantum should be corrected upto 3 decimels)
(b) Hard Wood (Mahua / Arjun / Tentul etc or similar quality hard wood as approved by the Engineer-in-charge) | 1 | Cum | 58,516.19 | ₹58,457.67 |
| 2 | Supplying Jhaw / Eucalyptusbullah pilesat worksite, includingdressing and making one end pointed. Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.
(iii) 15 cm av. diameter | - | Metre | 258.62 | - |
| 3 | (iv) 22.5 cm av. diameter | - | Metre | 548.23 | - |
| 4 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. b) Two Coat | - | Sqm | 65.55 | - |
| 5 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
(iii) 15 cm av. diameter | - | Metre | 125.14 | - |
| 6 | (iv) 22.5 cm av. Diameter | - | Metre | 150.17 | - |
| 7 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (b) Width of thinner end above 15 cm. (i) Jhaw / Eucalyptus. | - | Metre | 228.83 | - |
| 8 | Supplying at site and fitting & fixing Mild Steel long nuts & bolts etc. complete as per the direction of the Engineer-in-charge. | - | Kg. | 90.58 | - |
| 9 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measuredaftercompaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade andcamber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the requireddensity, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening
Add cost at site of 1.09 m3 of jhama metal and 0.26 m3 of moorum screening (loose volume) to arrive at the consolidated rate. | - | Cum | 2,602.04 | - |
| 10 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.
Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67.
(The payment is to be made on the basis of the finished compacted volume of moorum.) | - | Cum | 1,694.2 | - |
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