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| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Technically Not Qualified |
| 2 | Rejected-Technical | Rejected-Technical Technically Qualified |
| 3 | Rejected-Technical | Rejected-Technical Technically Qualified |
Tender Value
₹3.1 Cr
EMD Value
₹6.3 L
Closing Date
27 Mar 2026, 6:00 pmClosed
Executive Engineer, DED, GTA
Executive Engineer, DED Landal House, Lalkothi Complex, GTA
Extension of Football Ground upto FIFA Standard and Construction of RCC Gallery and Protection Wall at South West Side of Gorkha stadium, Lebong, Darjeeling
2026_GTA_1018039_1
GTA/ED/Engg/EE/DED(ES-I)/ NIeT- 131 (2nd Call)/e-Tender/2025-26
Open Tender
CIVIL WORKS
Percentage
240 days
Darjeeling
As per NIeT
5 documents required · 5 mandatory
₹0
₹6.3 L
6 Aug 2026
5 Mar 2026
30 Mar 2026
6 Mar 2026
27 Mar 2026
6 Mar 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 75m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (b) Depth of excavation for additional depthbeyond 1.500 mm. | - | Cum | 1 | - |
| 2 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | - | Cum | 1 | - |
| 3 | (c) Depth of excavation for additional depth beyond
3000 mm. upto 4000mm. excluding cost of shoring as necessary. | - | Cum | 1 | - |
| 4 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation | - | Cum | - | - |
| 5 | Labour for 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. | - | Sqm | - | - |
| 6 | Stone Boulder 150 mm of N.Bengal variety | - | Cum | - | - |
| 7 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree | 1 | Cum | - | - |
| 8 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | - | Sqm | - | - |
| 9 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete
as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade. ii ) N.B. Variety (Stone Metal) | - | Cum | - | - |
| 10 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4m.(i) Tor steel/Mild steel.SAIL/ TATA/RINL | 0.6 | M.T | - | - |
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_2501771.xls
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WBF-2911.pdf
Tender Documents • 0.53 MB
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