Tender For Annual Plan- Proj No: 104/27-Kothakulam Mallamkunnuvula Road Maintenance Ward 10 Vakkom Gp Under Annual Plan 2026-27-Vkm 104/27-General Civil Work
Tender Value
4.19 Lakhs
Estimated cost
Bid Submission
07 Nov 2026
6 days left
EMD
10475
Bank guarantee accepted
Document Fee
925
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Annual Plan- Proj No: 104/27-Kothakulam Mallamkunnuvula Road Maintenance Ward 10 Vakkom Gp Under Annual Plan 2026-27-Vkm 104/27-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | ROAD MAINTENANCE |
| 2 | OD251504/2026-2027: <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> <br>Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and re compacting the aggregate received from aggregate received from scarifying with static roller. |
| 3 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 4 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead |
| 5 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | 5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 7 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) |
| 8 | OD257135/2026-2027:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish, lead up to 50 m and lift upto 1.50 m |
| 9 | OD257138/2026-2027:(Modified 4.11.1 Without Roller )Granular sub-base/base/surface course with local materials(Table 400.13) by mix in place method normal. Construction of granular sub-base by providinglocal material spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at once and compacting with smooth wheel roller to achievethe desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i)Using naturally occurring gravel |
| 10 | OD257140/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulicblocks approved size , design and shape , laid in required pattern over and including acompacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as perthe direction of Engineer in charge |
| 11 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) |
| 12 | OD130055/2026-2027: Supplying and fixing name board of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc as per directions of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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