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Tender Value
₹52.8 L
EMD Value
₹1.1 L
Closing Date
5 Sept 2026, 12:00 pm
Executive Engineer
Executive Engineer, Kurseong Engineering Division, De Maire Lodge, GTA, Kurseong
Immediate Restoration of road from Tindharia Bagmara Road towards Tindharia Factory Gaon (L 1.00 Km)
2026_GTA_5019533_7
03 / EE/KED/GTA of 2026-2027
Open Tender
CIVIL WORKS
Percentage
150 days
De Marie Lodge, Kurseong
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.1 L
Yes
21 Aug 2026
21 Aug 2026
7 Sept 2026
21 Aug 2026
5 Sept 2026
21 Aug 2026
21 Aug 2026 - 5 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 | Repairing Pot-holes with Bituminous Macadam (Grading - I, for compacted thickness of 80mm to 100mm)
Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.3% by wt. of the total mix, transported to site and laid in the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8- 10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality control except the cost of tack coat complete as per direction of Engineer-incharge.
Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | 1 | Cum | 13,375.7 | ₹13,362.32 |
| 2 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type A and B seal coats (Reference to MORT&H's specification clause 511)
Case - II : Type B
Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | - | Sqm | 95.87 | - |
| 3 | 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).
ii)On Granular surface treated with primer @ 0.25kg-0.30 /sqm. | - | Sqm | 28.65 | - |
| 4 | Hill Side Drain Clearance
Removal of earth from the choked hill side drain and disposing it on the valley side manually as per the requirement of MORT&H's specification cl.3000. | - | Cum | 85.18 | - |
| 5 | 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 soil
Manual Means (Depth upto 3 m) | - | Cum | 346.71 | - |
| 6 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
PCC Grade M15 | - | Cum | 5,091.45 | - |
| 7 | 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 | 2,793.64 | ₹2,790.85 |
| 8 | 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)
Granular material | - | Cum | 1,641.26 | - |
| 9 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200). | - | Each | 151.7 | - |
| 10 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
PCC Grade M15 | - | Cum | 5,091.45 | - |
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