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Tender Value
₹29.2 L
EMD Value
₹58,317
Closing Date
4 Sept 2026, 6:00 pm
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, MIRIK ENGINEERING DIVISION , KRISHNA NAGAR, MIRIK-734214
Upgradation of road from Kabir Mutt Dara to Gurung Goan, Mirik Busty (L- 0.36 Km)
2026_GTA_5019648_8
NieT02/EE/MED/GTA/2026-27
Open Tender
CIVIL WORKS
Percentage
180 days
Mirik
As per NieT
5 documents required · 5 mandatory
₹0
₹58,317
Yes
21 Aug 2026
21 Aug 2026
7 Sept 2026
21 Aug 2026
4 Sept 2026
21 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 | Excavation in Soil with Dozer with
lead up to 100 metres Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 metres (average lead 50 metres), (Contd…) | 102.66 | Cum | 166.21 | ₹17,063.12 |
| 2 | Excavation for Structures Earth work in excavation of
foundation of structures as per drawing and technical specification, including setting out, construction of
shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,
backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work
(Reference to MoRT&H's specification clause 304).
13(i) Ordinary soil 13(i)A Manual Means (Depth upto 3 m) | 3.87 | Cum | 346.71 | ₹1,341.77 |
| 3 | Plain cement concrete of nominal mix (1:3:6 )
with coarse aggregate of which stone boulder
of size 225 mm to 150mm of 60% of total dry
volume to be placed in position as directed by
Eng-in charge ,67% - 40 mm down single &33% -
20 mm down bazri , Coarse Sand ,Cement
( 53 grade ) mechanically mixed in 1:3:6 of rest
volume and placed in position and compacted
by any means as directed including cost of
shuttering . | 1 | CuM | 4,061.96 | ₹4,057.9 |
| 4 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers
not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of
IRC:78 & MoRTH's specification 2200) 9A Granular material | 0.19 | CuM | 2,693.26 | ₹522.1 |
| 5 | Excavation for Structures Earth work in excavation of
foundation of structures as per drawing and technical specification, including setting out, construction of
shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,
backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work
(Reference to MoRT&H's specification clause 304).
13(i) Ordinary soil 13(i)A Manual Means (Depth upto 3 m) | 11.61 | Cum | 346.71 | ₹4,025.3 |
| 6 | Dry Rubble Flooring cum 791.30 Construction of dry rubble flooring (shall be laid closely on t e prepared
base in one or more layers with appropriate bond) at cross drainage works for relatively less important works
(Reference to MORT&H's specification 2506 | 11.61 | Cum | 3,672.81 | ₹42,641.32 |
| 7 | PCC 1:3:6 in Foundation cum 743.20 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). | 11.61 | Cum | 5,591.51 | ₹64,917.43 |
| 8 | Excavation for Structures Earth work in excavation of
foundation of structures as per drawing and technical specification, including setting out, construction of
shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,
backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work
(Reference to MoRT&H's specification clause 304).
13(i) Ordinary soil 13(i)A Manual Means (Depth upto 3 m) | 30.96 | Cum | 346.71 | ₹10,734.14 |
| 9 | Dry Rubble Flooring cum 791.30 Construction of dry rubble flooring (shall be laid closely on t e prepared
base in one or more layers with appropriate bond) at cross drainage works for relatively less important works
(Reference to MORT&H's specification 2506 | 7.74 | Cum | 3,672.81 | ₹28,427.55 |
| 10 | PCC 1:3:6 in Foundation cum 743.20 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). | 12.04 | Cum | 5,591.51 | ₹67,321.78 |
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