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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | +1.25% | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹3.8 L (1.63%)Admitted-Finance 85 14A CHANDI GHOSH ROAD KOLKATA 700040 | KOLKATA | KOLKATA | WEST BENGAL | 700040 | +2.90% | ₹2.4 Cr+₹3.8 L (1.63%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹8.6 L (3.70%)Admitted-Finance | +5.00% | ₹2.4 Cr+₹8.6 L (3.70%) | L3 | Admitted-Finance |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
17 Aug 2026, 5:00 pmClosed
Superintending Engineer, C-III, RB, KMDA
Superintending Engineer, C-III, RB, KMDA
Balance work of Repair and Renovation of various roads under Ward No 20 Bhatpara Municipality . ( List of 05 no roads are attached in Annexure I)
2026_KMDA_5016638_2
64/SE/C-III/RB/KMDA of 2026-27 Dt.- 10 /07/2026
Open Tender
CIVIL WORKS
Percentage
60 days
Bhatpara
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹4.6 L
11 Sept 2026
17 Jul 2026
19 Aug 2026
17 Jul 2026
17 Aug 2026
17 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. | 1 | %Cu.M | - | - |
| 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stackingserviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of
MORD. | 1 | Cu.M | - | - |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | Cu.M | - | - |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | - | SQM | - | - |
| 5 | Fine Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. | - | Cu.M | 1 | - |
| 6 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | - | Sqm | - | - |
| 7 | 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. | - | Cu.M | - | - |
| 8 | 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 | - | - |
| 9 | Wet Mix Macadam Base Course: Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | - | Cu.M | 0.2 | - |
| 10 | Neat cement punning about 1.5mm thick in wall,dado, window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | - | Sqm | - | - |
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