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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-Finance | L1 | Accepted-Finance Due to Lowest Rate | |
| 2 | L2₹4.7 L+₹935.35 (0.20%)Rejected-Finance LAXMANPARA KALNA DIST BURDWAN PIN 713409 | KALNA | BURDWAN | WEST BENGAL | 713409 | L2 | Rejected-Finance Due to Higher Rate | |
| 3 | L3₹4.7 L+₹5,612.10 (1.20%)Rejected-Finance VILL POST UNTIA DIST PURBA BARDHAMAN 713 426 | UNTIA | PURBA BARDHAMAN | WEST BENGAL | 713426 | L3 | Rejected-Finance Due to Higher Rate | |
| 4 | Rejected-Technical | - | Rejected-Technical Invalid Credential | |
| 5 | Rejected-Technical | - | Rejected-Technical Invalid Credential |
Tender Value
₹4.7 L
EMD Value
₹9,353
Closing Date
1 Sept 2026, 2:00 pmClosed
Assistant Engineer, Kalna Sub-Division, PWD
O/O Assistant Engineer, Kalna Sub-Division, PWD Madhuban, Kalna, PIN-713409
Repairing of Truss shed near front of Ward Block C of Kalna Hospital under Kalna Sub Division, PWD in the district of Purba Bardhaman.
2026_WBPWD_5019396_1
WBPWD/AE/KAL/NIeT-03/2026-27
Open Tender
CIVIL WORKS
Percentage
Kalna Sub Divisional Hospital
Please refer Tender documents.
5 documents required · 5 mandatory
₹9,353
Yes
Office of the Assistant Engineer, Kalna Sub-Divisi
3 Sept 2026
20 Aug 2026
3 Sept 2026
24 Aug 2026
1 Sept 2026
24 Aug 2026
27 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 | Earthwork inexcavationof foundation trenches or drains, inall sorts of soil (includingmixed soil but excluding lateriteor sandstone) including removing,
spreading or stacking the spoils with in a lead of 75m. as directed. The item includes necessary trimming the
sidesof trenches, levelling,dressing and ramming the bottom, bailing out water as required complete | - | %Cum | 11,927 | - |
| 2 | (A)Filling in foundationorplinthby 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 bemade on measurement of finished quantity) | - | %Cum | 64,086 | - |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand. | - | Sqm | 323 | - |
| 4 | (I) Cement concrete with graded stone ballast (40 mm size excluding
shuttering) A) [Pakur Variety] (a) 1:3:6 proportion | - | Cum | 4,757.88 | - |
| 5 | Ordinary Cement concrete (mix1:1.5:3) with graded stonechips (20mm nominal size) excluding shuttering and reinforcement if any, in ground floor
as per relevant IS codes.
(i) Pakur Variety | 1 | Cum | 5,747.26 | ₹5,741.51 |
| 6 | Hire and labour charges for shuttering with centering and necessary staging
upto 4m 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 | - | Sqm | 328 | - |
| 7 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course,
scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] | 1 | Sqm | 122 | ₹121.88 |
| 8 | Neat cement punningabout 1.5mmthick inwall, dado,window
sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m. | 1 | Sqm | 34 | ₹33.97 |
| 9 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968&IS: 1161-1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS:816
1969 &IS: 9595 using electrodes of approved make and brand
conforming to IS:814-2004, haulage, hoisting and erection all
complete. The rate includes the cost of rolled steel section, consumables such
as elect rodes,gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc.
Payment to be made on the basis of calculated weight of structural
tubular memebrs as specified inrelevent IScode in finished work.
Payment for gus set,bracket,cleat may be made by adding the actual
weight of such items with weigh tof finished structural members.The
rates are considered for a height of erection 8m. /2ndfloor level
from the ground. Add 1.5% extra over the rate for each additional
floor or 4m. beyond the initial 8 m. or part thereof.
i) For trusses spanning up to 12.00 m | - | MT | 59,468 | - |
| 10 | Labour for assembling, hoisting, placing, fitting & fixing tubular
roof trusses. (b) Above 3 m to 6 m span | - | Nos | 436 | - |
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