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Tender Value
₹20.9 L
EMD Value
₹41,860
Closing Date
5 Sept 2026, 12:00 pm
Executive Engineer
Executive Engineer, Kurseong Engineering Division, De Marie Lodge, GTA, Kurseong
Emergent Restoration of Landslide along Tham Dara to Church Road, Sittong - I, Kurseong.
2026_GTA_5019533_15
03 / EE/KED/GTA of 2026-2027
Open Tender
CIVIL WORKS
Percentage
120 days
De Marie Lodge, Kurseong
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹41,860
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 | Landslide Clearance in soil
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A- 12, 180 HP and disposal of the same on the valley side as per the requirement of MORT&H's specification 3000. | - | Cum | 85.18 | - |
| 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).
Ordinary soil
Manual Means (Depth upto 3 m) | 0.4 | Cum | 346.71 | ₹138.34 |
| 3 | 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 | 1 | Cum | 5,818.58 | ₹5,812.76 |
| 4 | 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 . | - | Cum | 3,150.54 | - |
| 5 | 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 | 2,086.89 | - |
| 6 | 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 | - |
| 7 | Add 18% GST | - | Each | 3,19,272.97 | - |
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OID.pdf
Additional Documents • 0.42 MB
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