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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC POOKKATH HOUSE ULLANAM P O KOLATHINGAL CHERANANGADI MALAPPURAM 676303 | MALAPPURAM | MALAPPURAM | KERALA | 676303 | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹2.4 L+₹10,786.07 (4.64%)Rejected-Finance | L2 | Rejected-Finance LOWEST BID ACCEPTED |
| Sl No | Description | Qty | Unit | PULIKKALAKATH FAIZAL L2 | P HAMZA HAJI L1 |
|---|---|---|---|---|---|
| 1.00Road tarring | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 213 | sqm | 11.36 ₹2,419.68 | 10.85 ₹2,311.05 Lowest |
| 1.00 | OD314453/2022-2023:Filling with Quarry Muck
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 | 21.3 | cum | 1,081.25 ₹23,030.62 | 1,033.3 ₹22,009.29 Lowest |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 31.95 | cum | 3,837.41 ₹1,22,605.25 | 3,667.23 ₹1,17,168 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | 213 | sqm | 101.68 ₹21,657.84 | 97.17 ₹20,697.21 Lowest |
| 1.00 | 5.2.3a:Tack Coat <br>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. | 213 | sqm | 18.44 ₹3,927.72 | 17.62 ₹3,753.06 Lowest |
| 1.01 | 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) | 213 | sqm | 305.09 ₹64,984.17 | 291.56 ₹62,102.28 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 8.52 | cum | 533.6 ₹4,546.27 | 509.93 ₹4,344.6 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,286
Closing Date
31 Dec 2022, 2:00 pmClosed
ASSISTANT ENGINEER
O/O ASSISTANT ENGINEER LSGD LID AND EW PARAPPANANGADI MUNICIPALITY
Annual Plan-P.NO 468/23 Parappanangadi Municipality Chiramangalam Railway Line Road Improvement-General Civil Works
2022_LSGD_541696_35
AE/TEN/10/2022/LSGD/PGDI
Open Tender
Civil Works - Roads
Item Rate
180 days
LID AND EW PARAPPANANGADI MUNICIPALITY
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
₹5,286
1 Jul 2026
22 Dec 2022
2 Jan 2023
22 Dec 2022
31 Dec 2022
22 Dec 2022
Amount
Road tarring
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD314453/2022-2023:Filling with Quarry Muck 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
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity <br> 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 <br>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 <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)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
PULIKKALAKATH FAIZAL
Bidder Name
PULIKKALAKATH FAIZAL
P HAMZA HAJI
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