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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₹8.5 LAccepted-AOC | L1 | Accepted-AOC FIRST BIDDER | |
| 2 | L2₹8.6 L+₹10,817.29 (1.28%)Rejected-AOC PAKKAVEEDU MARAMVAZHIPATH MURATHUM P O 679331 | MALAPPURAM | KERALA | 679331 | L2 | Rejected-AOC SECOND BIDDER |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
4 Apr 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer,LID AND EW Section Chungathara GP
Annual plan 2024-25, Pr No 40/25-Kaippini Ambalappoyil road rennovation in ward 18 under Chungathara GP
2025_LSGD_754315_1
04/AE/CKTA/2024-25
Open Tender
Civil Works - Roads
Item Rate
360 days
Chungathara
Please refer Tender documents
10 documents required · 10 mandatory
₹1,870
Yes
₹21,185
Yes
31 Oct 2025
24 Mar 2025
7 Apr 2025
24 Mar 2025
4 Apr 2025
24 Mar 2025
Amount
Re tarring & Berm concreting
OD383766/2024-2025:15.9.1 15.9.1-DAR modified to MORD Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material
OD309567/2024-2025:OD From DAR 2.8.1 - Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m
OD308460/2024-2025:60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD78125/2024-2025:[OD from DAR 51.2.3] Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD309432/2024-2025:9od from Mord 75.8.1)-ProvidingPlain concrete for road work CC1:2:4(1 cemeent2 fine aggregate 4 ccourse aggregate0 laid to requiredslope and camberin paqnels as required includingcompaction, fininshing and tampering etc. complete. max size of course aggregate notexceeding 25 mm, mixed in concrete mixer etcas per specification(i) Nominalmix (1:2:4) excluding form work
5.5.A.1a:Modified 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.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
OD383774/2024-2025:providing granite of any colour and shade for name board of required size laid over base of cement
Assainar Vadakkan (BID ID -2186932)
Bidder Name
ansari k
Assainar Vadakkan
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tech_eval.pdf
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aoc.pdf
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