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Tender Value
₹55.3 L
EMD Value
₹1.1 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 Sh 12 (Bhangyang) to Upper Toklang (L 2.20 KM)
2026_GTA_5074431_1
NieT05/EE/MED/GTA/2026-27
Open Tender
CIVIL WORKS
Percentage
180 days
Mirik
As per NieT
5 documents required · 5 mandatory
₹0
₹1.1 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 | Recovery and Reconstruction of road from Sh 12(Bhagyang) to Upper Toklang. (L-2.20KM) 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. | 400.69 | m3 | 114 | ₹45,678.66 |
| 2 | (II) Cement concrete with 30 mm down
graded ballast excluding shuttering. N.B.
Variety ( 1:3:6) | 26.13 | m3 | 4,608 | ₹1,20,407.04 |
| 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. | 1,121.3 | m3 | 3,304 | ₹37,04,775.2 |
| 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. | 585 | m2 | 214 | ₹1,25,190 |
| 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. | 108.36 | m3 | 161 | ₹17,445.96 |
| 6 | Back filling behind abutment, wing wall and
return wall complete as per drawing and
Technical specification. | 252.84 | m3 | 1,958.04 | ₹4,95,070.83 |
| 7 | 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. | 10.22 | m3 | 114 | ₹1,165.08 |
| 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. | 68.19 | m3 | 214.85 | ₹14,650.62 |
| 9 | Cement concrete with 30mm down graded
shingles excluding shuttering with NB variety
stone metal | 7.95 | m3 | 4,608 | ₹36,633.6 |
| 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. | 34.09 | m2 | 214 | ₹7,295.26 |
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