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Tender Value
₹73.8 L
EMD Value
₹1.5 L
Closing Date
7 Oct 2026, 11:00 am
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, MIRIK ENGINEERING DIVISION, KRISHNA NAGAR MIRIK-734214
Recovery and Reconstruction of road from Phuguri High School to Naya Kaman via Palang bari. (l-3.50Km).
2026_GTA_5074431_4
NieT05/EE/MED/GTA/2026-27
Open Tender
CIVIL WORKS
Percentage
180 days
Mirik
As per NieT
5 documents required · 5 mandatory
₹0
₹1.5 L
Yes
23 Sept 2026
23 Sept 2026
9 Oct 2026
23 Sept 2026
7 Oct 2026
23 Sept 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 excavation of foundation
trenches in all sorts of soil ( including mixed
soil but excluding stoney and moorum soil )
including removing, spreading or stacking
the spoils within a lead of 150metres as
directed and including trimming the sides of
the trench levelling, dressing & ramming the
bottom, bailing or pumping out water et. As
required complete, depth of excavation
exceeding 1 metre upto 2m below avrage
bed lable at the site of excavation and
requring shoring. | 136.07 | m3 | 114 | ₹15,511.98 |
| 2 | (II) Cement concrete with 30 mm down
graded ballast excluding shuttering. N.B.
Variety ( 1:3:6) | 31.8 | m3 | 4,608 | ₹1,46,534.4 |
| 3 | Plum concrete work with cement concrete
(1:3:6) with 40% 30mm down graded stone
metal 60% and stone boulder of size 150mm
and above placed in position as directed
excluding shuttering if any. | 180.73 | m3 | 3,304 | ₹5,97,131.92 |
| 4 | Providing formwork and staging including Hire & Labour
charges for Abutment and its components and retaing wall
and its components for Height Upto 3 metre clear span
including stripping off and removing after completion of work
as per specification and direction. | 82.09 | m2 | 214 | ₹17,567.26 |
| 5 | Earth in filling in foundation trenches and at
the back of abutments with good earth
(sandy soil) in layers not exceeding 15 cm.
including watering and ramming layer by
layer complete with earth obtained by fresh
excavation from land arranged by
Department beyond 150 m. but within 300
m. including all lifts. Earth to be approved by
the Engineer-in-charge. | 27.68 | m3 | 161 | ₹4,456.72 |
| 6 | Back filling behind abutment, wing wall and
return wall complete as per drawing and
Technical specification. | 41.52 | m3 | 1,958.04 | ₹81,297.82 |
| 7 | V Drain: Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum
soil ) including removing, spreading or stacking the spoils | 81 | m3 | 114 | ₹9,234 |
| 8 | 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. | 540 | m3 | 214.85 | ₹1,16,019 |
| 9 | Cement concrete with 30mm down graded shingles excluding shuttering with NB variety stone metal | 63 | m3 | 4,608 | ₹2,90,304 |
| 10 | 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
syructure 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. | 270 | m2 | 214 | ₹57,780 |
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