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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹8.3 L
EMD Value
₹16,520
Closing Date
30 Oct 2026, 12:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EXECUTIVE ENGINEER PURULIA DIVISION PWD
EXECUTIVE ENGINEER PURULIA DIVISION PWD RANCHI ROAD POST DIST PURULIA
Temporary shed (only foundation and column portion) at District Court Campus Purulia under Purulia Sub Division of Purulia Division PWD during the year 2026 - 2027
2026_WBPWD_5079944_6
WBPWD/EE/PRLDN/NIET_18/26-27
Open Tender
CIVIL WORKS
Percentage
45 days
PURULIA
Please refer Tender documents.
4 documents required · 4 mandatory
₹16,520
Yes
14 Oct 2026
14 Oct 2026
2 Nov 2026
16 Oct 2026
30 Oct 2026
16 Oct 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 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 1,320.37 | Sq.M. | 34.15 | ₹45,090.64 |
| 2 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :
All kinds of soil | 138.77 | Cu.M. | 395.3 | ₹54,853.8 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 91.58 | Cu.M. | 196 | ₹17,949.68 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 12.03 | Cu.M. | 2,123.75 | ₹25,548.71 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.32 | Cu.M. | 7,294.7 | ₹60,684.61 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 33.21 | Cu.M. | 8,340.85 | ₹2,76,999.63 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 76.56 | Sq.M. | 392.15 | ₹30,023 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts sqm 961.30 | 67.32 | Sq.M. | 961.3 | ₹64,714.72 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Cold twisted bars kg 107.85 | 1,882.09 | Kg | 107.85 | ₹2,02,983.51 |
| 10 | Sub Total | - | - | - | - |
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