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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | ₹1.4 L | L1 | Accepted-AOC VINAYAK MULTISTRUCTURE ENGINEERING AND DEVELOPERS becomes 1st lowest bidder and AOC has been uploaded. |
| 2 | L2₹1.5 L+₹5,726.84 (4.09%)Rejected-Finance | ₹1.5 L+₹5,726.84 (4.09%) | L2 | Rejected-Finance Unsuccessful due to 2nd lowest bidder out of total 3 nos. bid |
| 3 | L3₹1.5 L+₹7,241.50 (5.18%)Rejected-Finance | ₹1.5 L+₹7,241.50 (5.18%) | L3 | Rejected-Finance Unsuccessful due to 3rd lowest bidder out of total 3 nos. bid |
Tender Value
₹1.4 L
EMD Value
₹2,885
Closing Date
24 Aug 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, Jhargram Sub Division, P.W.Dte., Raghnathpur, Dist.-Jhargram, Pin-721507
Construction of balance portion of boundary wall in between Mortuary and ACMOH office building including 3(three) nos. Aluminium swing door at ACMOH Office, Jhargram under Jhargram Division, PWD in the district of Jhargram during the year 2026-27.
2026_WBPWD_5018343_3
WBPWD/AEJSD/NIT-07(04)/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
Jhargram
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,885
Yes
24 Sept 2026
11 Aug 2026
27 Aug 2026
11 Aug 2026
24 Aug 2026
11 Aug 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 in-equalities 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. | - | Sqm | 34.15 | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | - | Cum | 260.3 | - |
| 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. | - | Cum | 196 | - |
| 4 | Polyvinyl chloride sheet 400 micron thick | - | Sqm | 47 | - |
| 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) | 1 | Cum | 7,294.7 | ₹7,287.41 |
| 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) | - | Cum | 8,340.85 | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 0.8 | Kg | 107.85 | ₹86.17 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | 961.3 | - |
| 8.01 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1 | Sqm | 736.4 | ₹735.66 |
| 9 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
Cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | Sqm | 1,123.8 | ₹1,122.68 |
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