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Tender Value
₹13.1 L
EMD Value
₹26,257
Closing Date
27 Jul 2026, 5:00 pmDue tomorrow
EXECUTIVE ENGINEER PWD COB DIVN
OFFICE OF THE EXECUTIVE ENGINEER, PWD, COOCH BEHAR DIVISION SUNITY ROAD, COOCH BEHAR, PIN- 736101
Emergent rain damage works from 1.00 to 2.00 km of Cross Road from Railghumti to NH 31 (Near NBSTC Work shop) under Cooch Behar Division, PWD during the year 2026 - 27
2026_WBPWD_5016461_2
WBPWD/EE/COB_DIVN/NIT_11/26_27
Open Tender
CIVIL WORKS
Percentage
30 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹26,257
Yes
13 Jul 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 | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a
lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Manual Means Bituminous courses | - | Cu.M | 819.65 | - |
| 1.01 | Granular courses | - | Cu.M | 582.01 | - |
| 2 | Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401
Rate per cum for grading-V Material | 1 | Cu.M | 2,012.51 | ₹2,010.5 |
| 3 | Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand,compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C.
d) Type - IV (60 mm thickness) inter locking system | - | Sq.M | 1,403.12 | - |
| 4 | Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting tomeet requirement of table300-2&300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm. (Reference to MoRT&H's specification clause 305). | 1 | Sq.M | 166.5 | ₹166.33 |
| 5 | Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). PCC Grade M15 | - | CUM | 5,030.47 | - |
| 6 | ADD GST @ 18.00% ON SUM OF AMOUNT Sl-01 to SL-5 | - | GST | 0.18 | - |
| 7 | ADD Cess @ 1.00% ON SUM OF AMOUNT Sl-01 to SL-6 | - | Cess | 0.01 | - |
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WBF_2911.pdf
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