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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹4.2 LRejected-AOC | ₹4.2 L | L2 | Rejected-AOC REJECT |
| 3 | L3₹4.4 LRejected-AOC | ₹4.4 L | L3 | Rejected-AOC REJECT |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
21 Mar 2024, 6:00 pmClosed
Assistant Engineer
PARAPPANANGADI MUNICIPALITY
Annual Plan Pro No 591 Thalancheri Road renovation
2024_LSGD_669654_3
AE/TEN/15/2023/LSGD/PGDI
Open Tender
Civil Works - Roads
180 days
PARAPPANANGADI MUNICIPALITY
Please refer tender documents
11 documents required · 11 mandatory
₹935
₹10,586
27 Jan 2026
14 Mar 2024
22 Mar 2024
14 Mar 2024
21 Mar 2024
14 Mar 2024
Amount
Road Renovation
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat 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.
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)
FAIZAL P K
MOOSA K
Bidder Name
FAIZAL P K
MOOSA K
KUNHAMMUDU P.
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1041850.pdf
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