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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAccepted-Finance 74 DHURA RESHEP BAZAR P O MANGPO DARJEELING | DARJEELING | WEST BENGAL | 734001 | ₹33.1 L | L1 | Accepted-Finance BEING L1 |
| 2 | L2₹33.1 LRejected-Finance | ₹33.1 L | L2 | Rejected-Finance BEING L1 |
| 3 | L3₹33.1 LRejected-Finance | ₹33.1 L | L3 | Rejected-Finance BEING L1 |
Tender Value
₹33.1 L
EMD Value
₹66,103
Closing Date
16 Feb 2026, 6:55 pmClosed
Executive Engineer TED
OFFICE OF THE EXECUTIVE ENGINEER TAKDAH ENGINEERING DIVISION 6TH MILE NAYA BUSTY
Construction of Jhora Protection, Culvert and Drain at Upper naya Busty 6th Mile under R.R. Block GTA.
2026_GTA_998254_4
GTA/EE/TED/NIeT-16(1st Call)/e-Tender/2025-26
Open Tender
CIVIL WORKS
Percentage
90 days
Takdah
AS PER NIeT
5 documents required · 5 mandatory
₹0
₹66,103
Yes
12 Mar 2026
3 Feb 2026
19 Feb 2026
3 Feb 2026
16 Feb 2026
3 Feb 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 | Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth upto 3m (iv) Work Without pumping out water and without shoring | 68.59 | %cum | 114 | ₹7,819.26 |
| 2 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. | 102.75 | Sqm | 60 | ₹6,165 |
| 3 | Cost of stone boulder 150 mm size delivered ans stacked at site. | 15.41 | cum | 1,526.4 | ₹23,521.82 |
| 4 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & inforcement works. M-15 Grade | 1 | cum | 5,491.04 | ₹5,485.55 |
| 5 | Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.
(i) (1:3:6) proportion | 0.2 | cum | 3,964.8 | ₹792.96 |
| 6 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams,columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). | 943.92 | Sqm | 214 | ₹2,01,998.88 |
| 7 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. a) with (4:1) cement mortor (b)15mm thick plaster | 504.45 | Sqm | 213.6 | ₹1,07,750.52 |
| 8 | Neat Cement punning about 1.5 mm thick in wall, dado | 504.55 | Sqm | 40.8 | ₹20,585.64 |
| 9 | Cross Drain Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth upto 3m (iv) Work Without pumping out water and without shoring | - | %cum | 114 | - |
| 10 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. | 5.04 | Sqm | 60 | ₹302.4 |
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