Kr0482 T01-Koyipra Thalichal Thennam Pmgsy-Ii- 2018 - 2019 (Batch-1) Package No. Kr0482 Payyanur Block, Kannur District Including Maintenance For Five Years After Construction. (Balance Work First Tender)
Tender Value
51.65 Lakhs
Estimated cost
Bid Submission
22 Jan 2026
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5515
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
Kr0482 T01-Koyipra Thalichal Thennam Pmgsy-Ii- 2018 - 2019 (Batch-1) Package No. Kr0482 Payyanur Block, Kannur District Including Maintenance For Five Years After Construction. (Balance Work First Tender)
BOQ
| Sl. No. | Item Description |
| 1 | KOYIPRA THALICHAL THENNAMROAD (3.385 km) |
| 2 | PAVEMENT COMPONENTS |
| 3 | 2.1Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means |
| 4 | 5.5.A.1aModified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. |
| 5 | 5.2.1aTack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 6 | 5.9.2.2a20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means :- (II) Bitumen (S-65) |
| 7 | 5.12.A.3.2aSeal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means :- Case - III : Type C (II) Bitumen (S-65) |
| 8 | SIDE DRAIN |
| 9 | 3.19.1.BSurface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means |
| 10 | 3.5.3Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 11 | OD414886/2025-2026Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge |
| 12 | 11.4.1.1 P.C.C grade M 10 (i) Nominal mix 1:3:6 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. |
| 13 | 12.5.1.1 P.C.C grade M 15 (i) Nominal mix (1:2.5:5) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. |
| 14 | 11.4.3.1P.C.C. grade M 20 (i) Nominal mix (1:2:4) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 15 | CROSS DRAIN WORKS |
| 16 | 15.13White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 17 | PROTECTION WORKS |
| 18 | 10.7Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 19 | Total Construction cost |
| 20 | Maintenance for 5 years |
| 21 | Maintenance for first Year after completion |
| 22 | Maintenance for second Year after completion |
| 23 | Maintenance for third Year after completion |
| 24 | Maintenance for fourth Year after completion |
| 25 | Maintenance for fifth Year after completion |
| 26 | Total Maintenance cost for 3385m |
AI Tender Summary
Tender Timeline
Jan 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJan 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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