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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Li₹9.6 LAccepted-Finance | Li | Accepted-Finance AS per resolution no 6(1) dt 20/10/2023 committee accepted the tender | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹8.9 L
EMD Value
₹22,237
Closing Date
2 Oct 2023, 6:00 pmClosed
Ambili I B
O/o Assistant Engineer LID and EW section Pananchery GP
VADAKKUMPADAM CANAL BUND VARYATHUPADI ROAD IN WARD 11 OF PANANCHERY GRAMAPANCHAYATH
2023_LSGD_606253_2
5/ET/2023/AE/LIDandEW/PNY
Open Tender
Civil Works - Roads
Item Rate
180 days
Pananchery GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,965
Yes
₹22,237
Yes
7 Nov 2023
25 Sept 2023
5 Oct 2023
25 Sept 2023
2 Oct 2023
25 Sept 2023
Amount
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
2.3.A.3:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps <br> Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.<br> A.Lead upto 100 m <br> (iii) Girth above 900 mm to 1800 mm
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD26225/2023-2024:Providing and erecting Name Board of made of 2 mm thick M.S. Sheet painted with required letters, figures with epoxy paint Supported and welded on two nos. 47 mm X 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 300 mm x 300 mm x 400mm, 400 mm below ground level as per approved drawing and Technical Specification (10.3.B Mod)
PAULOSE
Bidder Name
PAULOSE
SAJIMON.I.P
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