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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.1 LAccepted-AOC EZHOME | ₹11.1 L | 1 | Accepted-AOC Executed agreement |
| 2 | 2₹11.7 L+₹64,155.87 (5.78%)Rejected-Finance | ₹11.7 L+₹64,155.87 (5.78%) | 2 | Rejected-Finance high quoted tender |
| 3 | 3₹11.8 L+₹69,342.27 (6.24%)Rejected-Finance SAJI SEBASTIAN PO 670571 | KANNUR | KERALA | 670571 | ₹11.8 L+₹69,342.27 (6.24%) | 3 | Rejected-Finance high quoted tender |
| 4 | 4₹12.2 L+₹1.1 L (10.1%)Rejected-Finance | ₹12.2 L+₹1.1 L (10.1%) | 4 | Rejected-Finance high quoted tender |
| 5 | 5₹12.7 L+₹1.6 L (14.4%)Rejected-Finance | ₹12.7 L+₹1.6 L (14.4%) | 5 | Rejected-Finance high quoted tender |
Tender Value
₹12.7 L
EMD Value
₹31,754
Closing Date
3 Apr 2023, 5:00 pmClosed
Praseetha. K.V
Secretary Thaliparamba Block Panchayat
MP-LADS-MP LADS -2022-23 -Sri Santhosh Kumar P MP (Rajyasabha)-Tarring Of Panangatoor-Mallannur School Road In Pariyaram GP
2023_LSGD_569257_1
BDO/TPBA/ETEN5/22-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Thaliparamba BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,754
Yes
20 Jun 2023
27 Mar 2023
5 Apr 2023
27 Mar 2023
3 Apr 2023
27 Mar 2023
Amount
Road Tarring
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)
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<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.
OD440349/2022-2023:Supplying and fitting name board of size 75cm x 45x=cm made with GI plain sheet 1.25mm thick (class IIII) fitted with 35x35x4mm MS angle 2 Nos horizontally and 3 Nos Vertically to make a frame for strengthening the GI sheet fitted 2 Nos. 32mm GI pipe vertically 90cm above from ground level and fixing in cement concert 1:2:4 30cmx30cmx30cm including cost and conveyance of all materials all labor charges fabrication etc. complete.
OD440348/2022-2023:Lettering with black Japan pint of approved brand and manufacture
Ajith E P
SAJI SEBASTIAN
GEORGE THOMAS
Mandian
THOMSON M MANDAPAM
Bidder Name
SAJI SEBASTIAN
Mandian
THOMSON M MANDAPAM
RANJITH MV
Ajith E P
GEORGE THOMAS
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