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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Work Order |
| 2 | L2₹1.2 Cr+₹2.4 L (2.01%)Rejected-Finance ROAD BISTA PATH BIJANBARI DARJEELING | DARJEELING | DARJEELING | WEST BENGAL | ₹1.2 Cr+₹2.4 L (2.01%) | L2 | Rejected-Finance Financial Not Qualified |
| 3 | L3₹1.2 Cr+₹5.3 L (4.51%)Rejected-Finance METRO HEIGHTS 2ND FLOOR SEVOKE ROAD SILIGURI | SILIGURI | ₹1.2 Cr+₹5.3 L (4.51%) | L3 | Rejected-Finance Financial Not Qualified |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
20 Mar 2026, 6:00 pmClosed
BINOD KUMAR SHARMA
OFFICE OF THE EXECUTIVE ENGINEER, DARJEELING ENGINEERING DIVISION, LANDALE HOUSE, DARJEELING-734101
Construction of Buildingless Primary Health Centre under XVFC- Health Grants for the FY 2024-25 and 2025-26 at Sonada PHC
2026_GTA_1013044_1
125(2nd Call)/HFW/NIeT/EE/DED/GTA/26
Open Tender
CIVIL WORKS
Percentage
450 days
Darjeeling
As per NIeT
5 documents required · 5 mandatory
₹0
₹2.4 L
Yes
20 Sept 2026
23 Feb 2026
23 Mar 2026
23 Feb 2026
20 Mar 2026
23 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 | 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 1500 mm. | - | 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. (b) Depth of excavation for additional depth beyond
1,500 mm. and upto 3,000 mm. but not requiring
shoring. | - | cum | 192.38 | - |
| 3 | Stone Boulder 150 mm of N. Bengal variety | - | cum | 1,272 | - |
| 4 | 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 | 50 | - |
| 5 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(B) With N.B. Variety stone metal.
(a) 1:3:6 proportion | - | cum | 4,608 | - |
| 6 | 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 | 1 | cum | 6,032 | ₹6,025.97 |
| 7 | 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 | 77.54 | - |
| 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 and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel | - | MT | 61,067.18 | - |
| 9 | 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 | 1 | MT | 3,251.68 | ₹3,248.43 |
| 10 | 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 | - |
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