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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹67.8 LAccepted-AOC AVONGROVE TEA ESTATE P O NAGARI DARJEELING | HOOGHLY | WEST BENGAL | 712101 | ₹67.8 L | L 1 | Accepted-AOC Work Order |
| 2 | L 2₹68.1 L+₹31,181.31 (0.46%)Rejected-Finance BARBOTAY BUSTY ROCK GARDEN DARJEELING | JALPAIGURI | WEST BENGAL | 734001 | ₹68.1 L+₹31,181.31 (0.46%) | L 2 | Rejected-Finance Financially Not Qualified |
| 3 | L 3₹68.5 L+₹68,463.31 (1.01%)Rejected-Finance AUCKLAND ZIGZAG ROAD MERRY VILLA DARJEELING | DARJEELING | DARJEELING | WEST BENGAL | 734101 | ₹68.5 L+₹68,463.31 (1.01%) | L 3 | Rejected-Finance Financially Not Qualified |
Tender Value
₹67.8 L
EMD Value
₹1.4 L
Closing Date
24 Mar 2026, 6:00 pmClosed
BINOD KUMAR SHARMA
OFFICE OF THE EXECUTIVE ENGINEER, DARJEELING ENGINEERING DIVISION, LANDALE HOUSE, DARJEELING-734101
Construction of Road for Factory Main Road to Lower Shikari Busty Community Hall, Shikari Busty, Avengrove T.E Distric Darjeeling, Nagari-Dhajea Samasty of GTA.
2026_GTA_1019744_6
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
₹1.4 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)
(ii) In mixed soil (i,e. clay mixed with kankar,
pebbles, moorum etc.) | 1 | cum | 89.9 | ₹89.81 |
| 2 | Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, 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 | 444 | ₹443.56 |
| 3 | 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 | - | cum | 114 | - |
| 4 | 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 | 1 | cum | 4,486.8 | ₹4,482.31 |
| 5 | 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 | 0.2 | cum | 3,902.02 | ₹780.4 |
| 6 | Boulder Apron Laid in Wire Crates
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. | - | cum | 3,029.3 | - |
| 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, cross
drain 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 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. | - | cum | 3,068.28 | - |
| 10 | Dry Rubble Flooring
Construction of dry rubble flooring at cross drainage works for relatively less important works. | - | cum | 2,581.4 | - |
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