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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC PULPRAIL HOUSE NELLAD PO | TIRUVANNAMALAI | TAMIL NADU | 604407 | L1 | Accepted-AOC AGREEMENT ALREADY EXECUTED DELAY OCCURED IN EVALUATION STAGE | |
| 2 | L2₹5.6 L+₹50,805 (10.00%)Rejected-Finance KERALA KL | KANNUR | KERALA | 670001 | L2 | Rejected-Finance NOT ELIGIBLE FOR AOC |
Tender Value
₹5.1 L
EMD Value
₹12,701
Closing Date
1 Nov 2025, 6:30 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP
Annual Plan-Rayamangalam GP 464/2025- 26-THAYIKKARACHIRA PAARA ROAD THAYIKKARACHIRA 4 CENT COLONY CANAL BUND ROAD RENOVATION PHASE-2 WARD-12-General Civil Work
2025_LSGD_815189_3
ET9/RYM/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
RAYAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,701
Yes
26 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
Retarring
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
OD317699/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of any thickness composed 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 prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with roller 8-10 tonne capacity, and finishing to required level and grade.(Derived from 5.7.1)
OD317698/2025-2026:Providing and Laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing heads On BITUMENOUS SURFACE@250GM PER SQM AREA the thickness of 2.5 mm is exclusive surface glass head IRC 35
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD367854/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50mm average thickness,etc.all complete as per the direction of Engineer-in-charge.
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)
OD337798/2025-2026:Sectioning up to 150mm and forming the surface all complete-for old roads
75.8.1: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)
REJEEV P K (BID ID -2422411)
Bidder Name
REJEEV P K
Nikhil T P
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