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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.2 L−₹1.1 L (7.40%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical KARIMPANAKKAL HOUSE P O PIACHIKKARA 671534 KASARAGOD DT KERALA STATE | PIACHIKKARA | KASARAGOD | KERALA | 671534 | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹15.8 L
EMD Value
₹39,603
Closing Date
8 Aug 2023, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID and EW, MadikaiGP,PIN 671314
P No.36-23/24 KULANGAD KORANGANADI ROAD IMPROVEMENT
2023_LSGD_591135_1
No.01/ETN/2023-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Madikai
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹39,603
Yes
31 Oct 2023
31 Jul 2023
11 Aug 2023
31 Jul 2023
8 Aug 2023
31 Jul 2023
Amount
Retarring
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.
75.5.6.B.1.2pb:Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. (B) By Mechanical Means Case I: Nominal chipping size 13.2 mm (II) Bitumen (S-65)
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)
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
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
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)
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.
15.12.3:Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
RASHEED M
V V Manojan
MATHEW P ANTONY
MUKESH VARKEY
MADIKAI PANCHAYATH LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD NO S
Bidder Name
MATHEW P ANTONY
RASHEED M
BABU M JOSEPH
MUKESH VARKEY
V V Manojan
MADIKAI PANCHAYATH LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD NO S
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