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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC CHURAKKATTU KIZHAKKETHEL VEEDU UMANNOOR P O KOTTARAKKARA | THIRUVANANTHAPURAM | KERALA | 695001 | 1 | Accepted-AOC AGMT EXECUTED | |
| 2 | 2₹5.6 L+₹369 (0.07%)Rejected-Finance KOLLAM KERALA | PATHANAMTHITTA | KERALA | 689694 | 2 | Rejected-Finance L2 |
Tender Value
₹5.6 L
EMD Value
₹13,981
Closing Date
9 Jul 2025, 3:00 pmClosed
ASSISTANT ENGINEER
The Assistant Engineer LSGD Section Pattazhy Grama Panchayath
ANNUAL PLAN 2025 26 THUNDATHIL PUTHENVEEDU SUJIN AUDITORIUM ROAD IMPROVEMENTS IN WARD 9 IN PATTAZHY GP PRO NO 233
2025_LSGD_772684_22
01/AE/LIDEW/PATZHY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
PATTAZHY
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,235
Yes
₹13,981
Yes
3 Aug 2025
1 Jul 2025
11 Jul 2025
1 Jul 2025
9 Jul 2025
1 Jul 2025
Amount
ROAD MAINTENANCE
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD64344/2025-2026: Providing concrete( Pot hole filling) 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
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)
11.4.4: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
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)
DILEEP M S (BID ID -2245051)
Bidder Name
FAIZAL S
DILEEP M S
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1261808.pdf
boq_comp_chart.xlsx
xlsx
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