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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-Finance | ₹10.8 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹13.4 L+₹2.7 L (24.7%)Rejected-Finance | ₹13.4 L+₹2.7 L (24.7%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹13.5 L+₹2.7 L (25.1%)Rejected-Finance | ₹13.5 L+₹2.7 L (25.1%) | L3 | Rejected-Finance REJECTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOT QUALIFIED |
Tender Value
₹13.5 L
EMD Value
₹26,935
Closing Date
17 Aug 2026, 2:00 pmClosed
SE/C-II/RB/KMDA
SE/C-II/RB/KMDA
Repair and up-gradation of road from Paschimpara to Basukanti sainik School with concrete in Howrah Nischinda Area.
2026_KMDA_1033693_2
59/SE/C-II/RB/KMDA/ W-28 (Part-VIII) of 2025-2026 (2ND CALL) DATE 22/07/2026
Open Tender
CIVIL WORKS
Percentage
90 days
HOWRAH
REFER AS TENDER DOCUMENTS
3 documents required · 3 mandatory
₹0
₹26,935
15 Sept 2026
25 Jul 2026
19 Aug 2026
25 Jul 2026
17 Aug 2026
25 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 | Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge. (i) For depth upto 100mm. | - | sqm | - | - |
| 2 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.
(a) In 1:4 proportion. | 13 | cum | - | - |
| 3 | 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].
(ii) With 1:4 cement mortar
(a) 20 mm thick plaster | - | sqm | - | - |
| 4 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m | - | sqm | - | - |
| 5 | Ordinary Cement concrete (mix 1:2:4) with graded stonechips (20 mm nominal size) excluding shuttering andreinforcement if any, in ground floor as per relevant IS codes
(i) Pakur Variety | - | cum | - | - |
| 6 | Ordinary Cement concrete (mix 1:1.5:3) with graded stonechips (20 mm nominal size) excluding shuttering andreinforcement if any, in ground floor as per relevant IS codes
(i) Pakur Variety | - | cum | - | - |
| 7 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. | - | sqm | - | - |
| 8 | Supplying, fitting and fixing C.I. square jalli. (iv) 300 mm | - | Each | - | - |
| 9 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. | - | cum | - | - |
| 10 | Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application. (i) 150mm internal dia. | - | Mtr | - | - |
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