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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-Finance | ₹21.7 L | L1 | Accepted-Finance Quoted lowest rate. |
| 2 | L2₹21.8 L+₹8,771 (0.40%)Rejected-Finance | ₹21.8 L+₹8,771 (0.40%) | L2 | Rejected-Finance Quoted rate higher than L1 |
| 3 | L3₹21.8 L+₹9,648 (0.44%)Rejected-Finance | ₹21.8 L+₹9,648 (0.44%) | L3 | Rejected-Finance Quoted rate higher than L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
Tender Value
₹21.9 L
EMD Value
₹43,857
Closing Date
24 Jul 2026, 9:30 amClosed
EE PWD HD
ONKARMAL JETIA ROAD HOWRAH
Emergent repairing of boundary wall ,reservoir supporting structure, Damaged KP police sentry posts and other ancillary works at Nabanna during the year 2026 27.
2026_WBPWD_5016543_1
WBPWD/EE/HD/NIeT16/2026/27
Open Tender
CIVIL WORKS
Percentage
30 days
HOWRAH
Referred to Tender Documents.
4 documents required · 4 mandatory
₹43,857
13 Aug 2026
10 Jul 2026
27 Jul 2026
10 Jul 2026
24 Jul 2026
10 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 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm. | - | cu.m | 119.27 | - |
| 1.01 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | - | cu.m | 192.38 | - |
| 2 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)B) Do - by fine sand | - | cu.m | 951.83 | - |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand | - | sq.m | 357 | - |
| 4 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
(a) 1:3:6 proportion | - | cu.m | 4,778 | - |
| 5 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
a) Pakur Variety | - | cu.m | 5,147.06 | - |
| 6 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth | - | cu.m | 5,292 | - |
| 6.01 | (b) In superstructure, ground floor | 1 | cu.m | 5,514 | ₹5,508.49 |
| 7 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation | - | sq.m | 209 | - |
| 7.01 | (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work | - | sq.m | 368 | - |
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