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Tender Value
₹82.8 L
EMD Value
₹1.7 L
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 Murmah Office to Lower Primary School, Nayakaman under Duptin GP, Mirik (L1.082 Km)
2026_GTA_5019648_6
NieT02/EE/MED/GTA/2026-27
Open Tender
CIVIL WORKS
Percentage
180 days
Mirik
As per NieT
5 documents required · 5 mandatory
₹0
₹1.7 L
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 | Landslide Clearance in soil Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A12, 180 HP and disposal of the same on the valley side as per the requirement of MORT&H's specification 3000. | 160.68 | Cum | 83.63 | ₹13,437.67 |
| 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) | 187.22 | Cum | 346.71 | ₹64,911.05 |
| 3 | 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 | 85.1 | Cum | 3,672.81 | ₹3,12,556.13 |
| 4 | 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). | 1 | CuM | 5,591.51 | ₹5,585.92 |
| 5 | 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 . | - | CuM | 4,061.96 | - |
| 6 | Stone masonry work in cement mortar 1:3 for foundation complete all including curing, sufficiently wetted before its laying etc. as per drawing and Technical Specifications
(Reference to MORT&H's specifications 1400 & 2200)Random Rubble Masonry (Reference | 1 | CuM | 4,948.45 | ₹4,943.5 |
| 7 | 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 | 1 | CuM | 2,693.26 | ₹2,690.57 |
| 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) | 56.7 | Cum | 346.71 | ₹19,658.46 |
| 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 | 56.7 | Cum | 3,672.81 | ₹2,08,248.33 |
| 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). | 56.7 | Cum | 5,591.51 | ₹3,17,038.62 |
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