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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹4.2 L+₹11,844.64 (2.90%)Admitted-Fee/PreQual/Technical/Finance NIMCHA BURDWAN CITY RANIGANJ WEST BENGAL 713347 | RANIGANJ | PASCHIM BARDHAMAN | WEST BENGAL | 713347 | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹4.4 L+₹26,413.55 (6.46%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹4.7 L+₹59,163.99 (14.5%)Admitted-Fee/PreQual/Technical/Finance SINGHA PARA CHAPUI DURGAPUR WEST BENGAL 713339 | DURGAPUR | PASCHIM BARDHAMAN | WEST BENGAL | 713339 | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹5.9 L
EMD Value
₹7,500
Closing Date
22 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Area Engineer Civil Satgram-Sripur Area
Office of the Area Engineer Civil, Satgram-Sripur Area, PO-Devchandnagar, WestBengal-713332
Strengthening of road from trippler point of Chapuikhas colliery to Chapui Ratibati road at Chapuikhas colliery under SSA
2026_ECL_365251_1
ECL/SSA/GM/AE(C)/e-T/26-27/20 date 09.09.2026
Open Tender
Civil Works - Roads
Percentage
30 days
Chapui Khas
As per NIT
3 documents required · 3 mandatory
₹7,500
24 Sept 2026
11 Sept 2026
23 Sept 2026
12 Sept 2026
22 Sept 2026
12 Sept 2026
12 Sept 2026 - 15 Sept 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 |
|---|---|---|---|---|---|
| 1.01 | Preparation and consolidation of sub grade with power road roller of8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the subgrade and disposal of surplus earthwith lead upto 50 metres. | 418 | Sqm | 135.65 | ₹56,701.7 |
| 1.02 | Granular Sub-Base with Graded Material (Table:- 400-1): By Mix in Place Method: Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401: For Grading-I Material | 50.7 | Cum | 2,199.35 | ₹1,11,507.05 |
| 1.03 | Granular Sub-Base with Graded Material (Table:- 400-1): By Mix in Place Method: Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401: For Grading-II Material | 33.8 | Sqm | 2,226.85 | ₹75,267.53 |
| 1.04 | 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. | 258 | Sqm | 37.56 | ₹9,690.48 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 24 | Sqm | 269.3 | ₹6,463.2 |
| 1.06 | Cement concrete 1:2:4 (1 cment: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation, finishing and tamping complete. | 38.7 | Cum | 6,020.1 | ₹2,32,977.87 |
| 1.07 | Providing and fixing pre-moulded joint filler in expansion joints ofRCC roads / CC pavements after making the joints dust free withhigh pressure air jet cleaners, all complete as per direction of theEngineer-in-Charge. (Premoulded joint fillers shall be made of bitumenhot sealing compound impregnated fibre board having impregnationmore than 35%, conforming to IS:1838 for fibre board and IS: 1834for hot sealing bitumen compound grade A.) | 1,860 | per cm depth per cm width per metre length | 3.95 | ₹7,347 |
| 1.08 | 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 m and for all lift | 16 | Cum | 121.05 | ₹1,936.8 |
| 2.01 | Total impact of GST for the purpose of CTC | 1 | no | - | - |
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