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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance | -11.10% | ₹5.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.8 Cr+₹81.4 L (16.4%)Admitted-Finance | +3.50% | ₹5.8 Cr+₹81.4 L (16.4%) | L2 | Admitted-Finance |
| 3 | L3₹5.9 Cr+₹99.2 L (20.0%)Admitted-Finance 2ND FLOOR 9 EZRA STREET KOLKATA WEST BENGAL 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | +6.70% | ₹5.9 Cr+₹99.2 L (20.0%) | L3 | Admitted-Finance |
Tender Value
₹5.6 Cr
EMD Value
₹11.1 L
Closing Date
17 Jul 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Construction of rural road from GMS Shantinagar to Kanailal Biswas house at Shantinagar Ward No.02 under Swarajgram section SD-II, CD, APWD, Diglipur
2026_APWD_23456_1
NIT No. 05/SE/CC-I/2026-27
Open Tender
Civil Works - Roads
Percentage
365 days
Rural Road Shantinagar, Diglipur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹11.1 L
SE, CC-I, APWD, Sri Vijaya Puram
6 Aug 2026
22 Jun 2026
17 Jul 2026
22 Jun 2026
17 Jul 2026
29 Jun 2026
22 Jun 2026 - 29 Jun 2026
25 Jun 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 |
|---|---|---|---|---|---|
| 1Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift: | |||||
| 1.01 | All kinds of soil | - | cum | 550.9 | - |
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 2.01 | All kinds of soil. | - | cum | 309.95 | - |
| 3 | 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 and for all lif. | - | cum | 181.65 | - |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | 10,068 | - |
| 5Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | |||||
| 5.01 | 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 14,613.45 | - |
| 6Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||
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