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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC ACTIING STAMP VENDOR VALAVANNUR | L1 | Accepted-AOC accepted |
| Sl No | Description | Qty | Unit | SURANDRAN R L1 |
|---|---|---|---|---|
| 1.00Road Improvements | ||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 38.2 | sqm | 420 ₹16,044 Lowest |
| 1.00 | 5.2.1a:Tack Coat<br> 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. | 195 | sqm | 15 ₹2,925 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 195 | sqm | 302 ₹58,890 Lowest |
| 1.00 | OD191720/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (OD from
DAR 2.28.1) | 52 | 1 sqm | 37 ₹1,924 Lowest |
| 1.00 | OD191719/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.24 | cum | 9,290 ₹57,969.6 Lowest |
| 1.01 | OD191718/2025-2026:Providing and fixing Granite of any color and shade for name board of required size laid over
base of cement mortar 1:4 (1 cement :4 Coarse sand)including all charges tc .Complete at all
levels including lettering and fixing | 1 | each | 3,215 ₹3,215 Lowest |
Tender Value
₹1.3 L
EMD Value
₹3,209
Closing Date
4 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFICE THE ASSITANT ENGINEERLID AND EW VALAVANNUR
Annual Plan-VALAVANNUR GP 2025-26(P.NO.351/26) Chenappuram Cherichi Road Improvements(RE-tender)
2025_LSGD_800052_28
03/AE/LIDEW/VLNR/2025-26
Open Tender
Civil Works - Roads
Item Rate
OFFICE THE ASSITANT ENGINEERLIDANDEW VALAVANNUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹3,209
Yes
13 Apr 2026
22 Sept 2025
7 Oct 2025
22 Sept 2025
4 Oct 2025
22 Sept 2025
Amount
Road Improvements
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<br> 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
OD191720/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (OD from DAR 2.28.1)
OD191719/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD191718/2025-2026:Providing and fixing Granite of any color and shade for name board of required size laid over base of cement mortar 1:4 (1 cement :4 Coarse sand)including all charges tc .Complete at all levels including lettering and fixing
Bidder Name
SURANDRAN R
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