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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC PAKKAVEEDU MARAMVAZHIPATH MURATHUM P O 679331 | MALAPPURAM | KERALA | 679331 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical KERALA KL | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical KAKKERI HOUSE BHOOTHANAM COLONY PO MUTHUKULAM 679334 KERALA | MALAPPURAM | KERALA | 679334 | - | Rejected-Technical L5 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
29 Sept 2022, 6:55 pmClosed
Assistant Engineer
Assistant Engineer LSGD Sub Division Nilambur
Proj.No.107 -Chungathara Kaippinikkadavu Vakeri Road Tarring in Chungathara GP
2022_LSGD_509286_6
AE/LSGD/TN-02/2022-23
Open Tender
Civil Works - Roads
Item Wise
180 days
Nilambur BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
28 Nov 2022
22 Sept 2022
1 Oct 2022
22 Sept 2022
29 Sept 2022
22 Sept 2022
Amount
Road Tarring
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
OD70636/2022-2023:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD70635/2022-2023: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.
75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
5.12.A.1.2a:Seal Coat - Manual Means - Type A - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - I : 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.
OD70678/2022-2023:Provision for Providing and fixing Granite name board of required size showing details of proposed work as per the direction of Engineer in charge etc. complete
Irish Drain
OD77483/2022-2023:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD77482/2022-2023: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
OD77491/2022-2023:Providing Plain cement concrete for road work ( Excluding form work) CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishihg and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (Without formwork) (i) Nominal mix (1:2:4)
MOHAMMEDALI PK
sajad k s
JOSE MATHEW
UBAIDULLA
Bidder Name
Assainar Vadakkan
MOHAMMEDALI PK
JOSE MATHEW
UBAIDULLA
sajad k s
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