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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₹14.5 LAccepted-Finance KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | L1 | Accepted-Finance L1 | |
| 2 | L2₹14.5 L+₹2,226.47 (0.15%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical KERALA KL | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical KERALA KL | ALAPPUZHA | KERALA | 688548 | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical KALLIYOOR P O THIRUVANANTHAPURAM 42 | 42 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | B RAJENDRAN PILLAI L5 | vijayan L2 | Anilkumar S L1 | Baji L3 | Neelambaran.K L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Tarring | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,500 | sqm | 15 ₹22,500 | 13.99 ₹20,985 | 13.96 ₹20,940 Lowest | 14 ₹21,000 | 15.22 ₹22,830 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 45 | cum | 425 ₹19,125 | 385.8 ₹17,361 | 385.19 ₹17,333.55 Lowest | 406 ₹18,270 | 420.12 ₹18,905.4 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 225 | cum | 3,600 ₹8,10,000 | 3,276.8 ₹7,37,280 | 3,271.18 ₹7,36,015.5 Lowest | 3,450 ₹7,76,250 | 3,567.82 ₹8,02,759.5 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 1,500 | sqm | 70 ₹1,05,000 | 65.09 ₹97,635 | 64.98 ₹97,470 Lowest | 68 ₹1,02,000 | 70.86 ₹1,06,290 |
| 1.00 | 5.2.1a:Tack Coat 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. | 1,500 | sqm | 12 ₹18,000 | 11.8 ₹17,700 Lowest | 11.9 ₹17,850 | 12 ₹18,000 | 12.97 ₹19,455 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | 1,500 | sqm | 285 ₹4,27,500 | 249.7 ₹3,74,550 | 249.33 ₹3,73,995 Lowest | 263 ₹3,94,500 | 271.94 ₹4,07,910 |
| 1.01 | 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) | 22.25 | cum | 9,000 ₹2,00,250 | 8,029.13 ₹1,78,648.14 | 8,015.12 ₹1,78,336.42 Lowest | 8,450 ₹1,88,012.5 | 8,741.97 ₹1,94,508.83 |
| 1.01 | OD76890/2025-2026:Supplying and fixing Name board of size 75 x60 cm installed in the appropriate place visible to the public with brick wall with granite plaque should be inserted and engraving letters etc complete as per departmental officers at site | 1 | each | 5,000 ₹5,000 | 4,485.24 ₹4,485.24 | 4,477.44 ₹4,477.44 Lowest | 4,721 ₹4,721 | 4,883.48 ₹4,883.48 |
Tender Value
₹16.9 L
EMD Value
₹42,367
Closing Date
5 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayath
Road
2025_LSGD_778943_23
10/HD/AEE/LSGD/TVM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,367
Yes
23 Aug 2025
26 Jul 2025
7 Aug 2025
26 Jul 2025
5 Aug 2025
26 Jul 2025
Amount
Tarring
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity 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
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (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)
OD76890/2025-2026:Supplying and fixing Name board of size 75 x60 cm installed in the appropriate place visible to the public with brick wall with granite plaque should be inserted and engraving letters etc complete as per departmental officers at site
vijayan (BID ID -2274950)
Baji (BID ID -2274505)
Neelambaran.K (BID ID -2274674)
B RAJENDRAN PILLAI (BID ID -2274049)
Bidder Name
B RAJENDRAN PILLAI
Anilkumar S
vijayan
Neelambaran.K
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