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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.5 LAccepted-AOC | ₹37.5 L | L1 | Accepted-AOC QUOTED LOWEST |
| 2 | L2₹37.8 L+₹37,838.99 (1.01%)Rejected-Finance | ₹37.8 L+₹37,838.99 (1.01%) | L2 | Rejected-Finance QUOTED SECOND LOWEST |
| 3 | L3₹38.2 L+₹75,303.34 (2.01%)Rejected-Finance | ₹38.2 L+₹75,303.34 (2.01%) | L3 | Rejected-Finance QUOTED THIRD LOWEST |
Tender Value
₹37.5 L
EMD Value
₹74,929
Closing Date
17 Mar 2026, 9:00 amClosed
EXECUTIVE ENGINEER
KURSEONG IRRIGATION DIVISION
CONSTRUCTION OF CULVERT AT CUTLERY TEKBIR BUSTY WARD NO III IN P.S. KURSEONG GTA
2026_GTA_1017681_5
GTA/EE/KSID/NIeT-12/2025-26
Open Tender
CIVIL WORKS
Percentage
120 days
KURSEONG
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹74,929
23 Jul 2026
3 Mar 2026
19 Mar 2026
3 Mar 2026
17 Mar 2026
3 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 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 1.5 m | - | Cum | 119.27 | - |
| 2 | 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 for additional beyond 1.50m & upto 3.00m | - | Cum | 192.38 | - |
| 3 | 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. | 1 | Cum | 77.54 | ₹77.46 |
| 4 | Stone Boulder 150 mm of N. Bengal variety delivered and stack at site | - | Sqm | 1,272 | - |
| 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 | 64 | - |
| 6 | Cement Concrete with 30mm down graded shingle excluding shuttering. In ground floor. a) 6:3:1 Proportion | 1 | Cum | 5,971.2 | ₹5,965.23 |
| 7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(ii ) River Bazree | - | Cum | 7,238.52 | - |
| 8 | 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 every intersection, complete as per drawing and direction.
(a) For works in foundation, basement and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel | 1 | MT | 79,822.8 | ₹79,742.98 |
| 9 | 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 | 334 | - |
| 10 | 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).
over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster | - | Sqm | 247.2 | - |
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