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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.6 LAccepted-AOC THAZHATHUPERI HOUSE BATHUM P O WANDOOR MALAPPURAM 679339 | WANDOOR | MALAPPURAM | KERALA | 679339 | ₹70.6 L | L1 | Accepted-AOC AEE/LIDEW-DIV/MPM/019/23-24 |
| 2 | L2₹74.4 L+₹3.8 L (5.35%)Rejected-Finance | ₹74.4 L+₹3.8 L (5.35%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical PUTHANPURAKKAL VEEDU P P ROAD VANDOOR P O 679328 | MALAPPURAM | KERALA | 679328 | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
17 Mar 2023, 6:55 pmClosed
EXECUTIVE ENGIEER
Office of the Executive Engineer, LID and EW Division, Malappuram District Panchayath, Civil station, Malappuram
Annual Plan-Malappuram DP - (2022-23 and 2023-24), Project No 1430-23 -Renovation of Malakkal Vilakkuchira Road at Porur-General Civil Work
2023_LSGD_565005_28
DB4/TN/27/22-23
Open Tender
Civil Works - Roads
Item Rate
300 days
MALAPPURAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,950
₹50,000
Yes
20 Apr 2023
10 Mar 2023
20 Mar 2023
10 Mar 2023
17 Mar 2023
10 Mar 2023
Amount
Road Maintenance
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD306812/2022-2023: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
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.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)
5.1.1a: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)
OD316326/2022-2023:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing
Rahamathulla
MAMMAD.K
mohammedali T
KAMIL KT
Bidder Name
Rahamathulla
T P Abdul Nazar
mohammedali T
KAMIL KT
MAMMAD.K
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