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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAccepted-AOC PUVALAY DHURA TINGLING T E P O SOURENI BAZAR DARJEELING | DARJEELING | DARJEELING | WEST BENGAL | 734101 | ₹22.0 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹22.7 L+₹66,219.49 (3.01%)Rejected-Finance | ₹22.7 L+₹66,219.49 (3.01%) | L2 | Rejected-Finance Rejected as the bidder is L2 |
| 3 | L3₹23.1 L+₹1.1 L (5.01%)Rejected-Finance | ₹23.1 L+₹1.1 L (5.01%) | L3 | Rejected-Finance Rejected as the bidder is L3 |
Tender Value
₹22.0 L
EMD Value
₹44,000
Closing Date
19 Aug 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer, Kurseong Engineering Division, De Marie Lodge, GTA, Kurseong
Repair and Maintenance of Road from NH 110 to Ansolgunj, Tung, Kurseong.
2026_GTA_1036350_1
02 / EE/KED/GTA of 2026-2027
Open Tender
CIVIL WORKS
Percentage
120 days
De Marie Lodge, Kurseong
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹44,000
Yes
21 Sept 2026
5 Aug 2026
21 Aug 2026
5 Aug 2026
19 Aug 2026
5 Aug 2026
5 Aug 2026 - 19 Aug 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 | Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works)
(i) In ordinary soil | - | Sqm | 79.9 | - |
| 2 | (II) Cement concrete with 30 mm down graded shingles excludingshuttering.
N.B. Variety
In ground floor
(a) 1:3:6 proportion | 1 | Cum | 4,608 | ₹4,603.39 |
| 3 | 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 | - | Cum | 5,309 | - |
| 4 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(b) Where staging is not required. | - | Sqm | 214 | - |
| 5 | 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 .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(iv) Without pumping out water and shoring | - | Cum | 114 | - |
| 6 | 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 | - | Cum | 3,304 | - |
| 7 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(b) Where staging is not required. | - | Sqm | 214 | - |
| 8 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | - | Each | 117 | - |
| 9 | Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | - | Cum | 1,957.22 | - |
| 10 | Dry stone 'V' Type Drain 60 cm wide and 30 cm deep with 150 mm to 230 mm thick dresed stone laid on edge including cost and carriage of all materials to site. | - | Rm | 1,076 | - |
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