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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide
Resolution No. /Order No.Resolution No. 1(1) Dated 17/03/2025 of
PothukalGrama Panchayat | |
| 2 | L2₹9.3 L+₹40,225 (4.54%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence the tender is Not admitted |
Tender Value
₹8.0 L
EMD Value
₹20,122
Closing Date
15 Mar 2025, 5:00 pmClosed
DHANYA T S
Office of the Assistant Engineer, LID AND EW Section, Pothukal Grama Panchayat
Annual Plan-Kalkettu- Colony road renovation-S0079/24 pothukal GP-General Civil Work
2025_LSGD_747388_1
ETN/02/AE/LSGD/POT/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
POTHUKAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,780
Yes
₹20,122
Yes
3 Jul 2025
7 Mar 2025
17 Mar 2025
7 Mar 2025
15 Mar 2025
7 Mar 2025
Amount
Road Renovation
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.
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
5.5.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)
5.1.1a: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.
5.2.1a: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)
KUNHAMMUDU P. (BID ID -2152437)
Bidder Name
NIYAS E
KUNHAMMUDU P.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1207568.pdf
boq_comp_chart.xlsx
xlsx
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