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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC ACCEPT | |
| 2 | L2₹4.6 L+₹43,846.06 (10.4%)Rejected-AOC | L2 | Rejected-AOC REJECT |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
20 Jan 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
OFFICE OF ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER
PATHIPPALAM VAZHUKKAPPARA ROAD MAINTENANCE - WARD 15
2024_LSGD_710595_15
01/2024/AE/LID AND EW/KMB
Open Tender
Civil Works - Roads
Item Rate
180 days
OFFICE OF ASSISTANT ENGINEER
PATHIPPALAM VAZHUKKAPPARA ROAD MAINTENANCE - WARD 15
7 documents required · 7 mandatory
₹935
Yes
₹10,585
Yes
3 Mar 2025
9 Jan 2025
22 Jan 2025
9 Jan 2025
20 Jan 2025
9 Jan 2025
Amount
TARRING
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 <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)
OD210446/2024-2025:Filling with Quarry Muck <br> 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 - Item derived from data .DAR 51.2.3
NAME BOARD
OD210462/2024-2025:Supplying and providing readymade GI name board with all conveyance,labour and hier charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer frame ,0.6mm thick iron sheet of size 90c60cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete
OD214280/2024-2025:60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials - OD Created from DAR 60.6
MEPCO (BID ID -2067841)
Bidder Name
MEPCO
Baseel Latheef N K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1150390.pdf
boq_comp_chart.xlsx
xlsx
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