Tender For Deposit-Restoration Work Of Open Pit Excavated For 33Kv And 11 Kv Ug Cable Laying Of Kseb From Ferokh New Bridge To Petta Boundary Wall Ch:256/300 To 257/200 Lhs In Old Nh 66-Work-General Civil Work
Tender Value
2.43 Lakhs
Estimated cost
Bid Submission
03 Nov 2026
7 days left
EMD
6094
Bank guarantee accepted
Document Fee
555
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kozhikode → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Deposit-Restoration Work Of Open Pit Excavated For 33Kv And 11 Kv Ug Cable Laying Of Kseb From Ferokh New Bridge To Petta Boundary Wall Ch:256/300 To 257/200 Lhs In Old Nh 66-Work-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Open pit Restoration BC |
| 2 | 3.13.1.B: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. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 3 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. |
| 4 | OD87791/2026-2027:Strengthening the loose earth below the required locations for preparing the base width graded granular meterial spreading in uniform layer by compacting with plate compactor. |
| 5 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method |
| 6 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 7 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 8 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | OD124740/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thicknesscomposed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG -30) to the required line, grade, and level to serve as wearing course on a previously preparedbase, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour.,laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to therequired level and gradeUnit = cum Taking output = 410 cum (10250 sqm) |
| 10 | Open pit Restoration in shoulder |
| 11 | 3.13.1.B: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. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 12 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. |
| 13 | OD87788/2026-2027:Strengthening the loose earth below the required locations for preparing the base width graded granular meterial spreading in uniform layer by compacting with plate compactor. |
| 14 | Open pit in Berm portion |
| 15 | 3.13.1.B: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. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 16 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. |
| 17 | Bridge Portion |
| 18 | 3.13.1.B: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. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 19 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. |
| 20 | OD87789/2026-2027:Lifting and removing the RCC slab over drain by engaging heavy load mazdoor and stacking conveniently for reuse and replacing the slab in the same position after clearing drain |
| 21 | OD87790/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath, courtyard, jointed with neat cement slurry mixed with pigment to match the shades of tiles, including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 medium shade pigment using 50% white cement 50% grey cement Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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