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Tender Value
₹67.8 L
EMD Value
₹1.4 L
Closing Date
3 Sept 2026, 6:00 pm
Executive Engineer, DED, GTA
Executive Engineer, DED Landal House, Lalkothi Complex, GTA
Construction of Road from Daragaon to Pahilagaon ,Toonsong T.E
2026_GTA_5019531_1
GTA/ED/ENGG /EE/ DED(ES-I)/ NIeT- 03/2(1st Call)/e-Tender/2026-27
Open Tender
CIVIL WORKS
Percentage
90 days
Darjeeling
As per NIeT
5 documents required · 5 mandatory
₹0
₹1.4 L
Yes
20 Aug 2026
20 Aug 2026
7 Sept 2026
21 Aug 2026
3 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 | 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).Ordinary Rock (Not requiring blasting) | - | Cum | - | - |
| 2 | 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). | - | Cum | 1 | - |
| 3 | By Mix in Place Method
Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 Grading - III | - | Cum | 1 | - |
| 4 | Water Bound Macadam (Grade 2) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). | - | Cum | 1 | - |
| 5 | Prime coat
Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to
MORT&H's specification clause 502). | 1 | Sqm | - | - |
| 6 | Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). | 1 | Sqm | - | - |
| 7 | Open - Graded Premix Surfacing: Providing, laying and rolling of open- graded premix surfacing of 20mm thickness composed of 13.2 mmto 5.6mm aggregates either using viscosity grade bitumen of approved grade to required line, grade and level to serveaswearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smoothwheeled tandemor other approved type roller 8-10 tonne capacity, finished to required level and grades (Reference to MORT&H's specification clause 510). Case-I:Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . | 1 | Cum | - | - |
| 8 | Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade.Case - II : Type B | 1 | Sqm | - | - |
| 9 | 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). | 1 | Cum | 1 | ₹1 |
| 10 | PLUM CONCRETE (1:3:6)- 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 | - | - |
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