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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹86.4 LAccepted-AOC 403 1 SREEPUR STATION ROAD P O MADHYAMGRAM NORTH 24 PARGANAS KOLKATA 700130 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700130 | ₹86.4 L | L 1 | Accepted-AOC Work Order |
| 2 | L 2₹87.3 L+₹87,277.76 (1.01%)Rejected-Finance K B BISTA PATH BIJANBARI DARJEELING | ₹87.3 L+₹87,277.76 (1.01%) | L 2 | Rejected-Finance Financially Not Qualified |
| 3 | L 3₹89.0 L+₹2.6 L (3.01%)Rejected-Finance GLENBURN T E P O SINGRIMTAM | ₹89.0 L+₹2.6 L (3.01%) | L 3 | Rejected-Finance Financially Not Qualified |
Tender Value
₹86.4 L
EMD Value
₹1.7 L
Closing Date
24 Mar 2026, 6:00 pmClosed
BINOD KUMAR SHARMA
OFFICE OF THE EXECUTIVE ENGINEER, DARJEELING ENGINEERING DIVISION, LANDALE HOUSE, DARJEELING-734101
Improving and Strengthening of Road Tamsang Factory to Surshing Dhura, Marrybong-Chongtong Samasty of GTA.
2026_GTA_1019744_1
132/GEN/NIeT/EE/DED/GTA/25-26
Open Tender
CIVIL WORKS
Percentage
365 days
Darjeeling
As per NIeT
5 documents required · 5 mandatory
₹0
₹1.7 L
Yes
10 Aug 2026
9 Mar 2026
27 Mar 2026
9 Mar 2026
24 Mar 2026
9 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 | 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) (iii) In mixed hard soil (i,e hard moorum and soil
containing laterite and boulders which do not
require blasting) | - | cum | 109.9 | - |
| 2 | 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 | - | cum | 79.9 | - |
| 3 | Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with disposal upto 1000 metres Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works) | 1 | cum | 51.5 | ₹51.45 |
| 4 | Dry Rubble Flooring
Construction of dry rubble flooring at cross drainage works for relatively less important works. | - | cum | 2,566.28 | - |
| 5 | 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 | 5,309 | ₹5,303.69 |
| 6 | 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. 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 | 0.4 | cum | 114 | ₹45.6 |
| 7 | 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. I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
a) upto 3 m depth (ii) Without pumping out water | - | cum | 162 | - |
| 8 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site (a) In Road and Jhora Work | 0.2 | cum | 3,739 | ₹744.06 |
| 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 | - | cum | 3,304 | - |
| 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, fixin | 0.6 | Sqm | 214 | ₹128.19 |
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