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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹9.3 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical HR | |
| 3 | Rejected-Technical KARAKULAM | - | Rejected-Technical hr | |
| 4 | Rejected-Technical | - | Rejected-Technical HR | |
| 5 | Rejected-Technical | - | Rejected-Technical hr |
Tender Value
₹10.2 L
EMD Value
₹25,417
Closing Date
29 Oct 2024, 5:00 pmClosed
AEE
O/O AEE LIDEW NEMOM BP
Annual Plan-2024-25 Nemom BP 218 Vedivachankovil Gandhinagar road Tarring -Pallichal GP Poonkodu Division
2024_LSGD_697427_2
04/AEE/LIDEW/NBP/2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
NEMOM BP
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹25,417
Yes
25 Dec 2024
18 Oct 2024
1 Nov 2024
18 Oct 2024
29 Oct 2024
18 Oct 2024
Amount
Tarring
OD145037/2024-2025:Filling with Quarry MUck Filling up low lying and water logged areas with local material/quarry mucl, spreading in layers ,levelling 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.
5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
5.12.A.3.2a:Seal Coat - Manual Means - Type C - 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 - III : Type C <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)
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD105967/2024-2025:Supplying and fixing name board of size 70*50 cm installed in the appropriate place visible to the public made of masonry wall with granite plaque should be inserted and including engraving letters etc complete the direction of departmental officers at site
SAJINI S S
PRADEEP S
VIJAYAN J
SAJINDAS
Bidder Name
VIJAYAN J
PRADEEP S
SAJINI S S
ARUN RETNE R P
SAJINDAS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1087881.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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