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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 | L2₹5.4 L+₹149.94 (0.03%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 2 | l3₹5.4 L+₹1,237.74 (0.23%)Accepted-AOC | l3 | Accepted-AOC l3 | |
| 3 | l1₹5.4 LRejected-AOC | l1 | Rejected-AOC L1 | |
| 4 | Rejected-Technical ANEESHALAYAM KADAKKARAPPALLY | - | Rejected-Technical l4 |
| Sl No | Description | Qty | Unit | varadan L2 | BHARGAVAN K L1 | Ajeesh.S L4 | Athul Sanjai L3 |
|---|---|---|---|---|---|---|---|
| 1.00Metaling & Tarring | |||||||
| 1.00 | 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. | 44.1 | cum | 2,486 ₹1,09,632.6 | 2,484 ₹1,09,544.4 Lowest | 2,500 ₹1,10,250 | 2,489 ₹1,09,764.9 |
| 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 | 66.15 | cum | 3,750 ₹2,48,062.5 Lowest | 3,750 ₹2,48,062.5 Lowest | 3,850 ₹2,54,677.5 | 3,750 ₹2,48,062.5 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 441 | sqm | 80 ₹35,280 Lowest | 80.37 ₹35,443.17 | 81 ₹35,721 | 80 ₹35,280 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 441 | sqm | 18.9 ₹8,334.9 | 15.79 ₹6,963.39 Lowest | 19.5 ₹8,599.5 | 18.9 ₹8,334.9 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 441 | sqm | 300 ₹1,32,300 Lowest | 302.65 ₹1,33,468.65 | 304 ₹1,34,064 | 302 ₹1,33,182 |
| 1.01 | OD116553/2025-2026:Construction of embankment with approved material obtained from
borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5 (WITHOUT POWER ROLLER) | 7.35 | cum | 1,300 ₹9,555 | 1,297 ₹9,532.95 Lowest | 1,298 ₹9,540.3 | 1,310 ₹9,628.5 |
Tender Value
₹5.4 L
EMD Value
₹13,611
Closing Date
30 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer Kadakkarappally GP
Annual Plan-2025-26.Project No. 74/26- Munduchira Kuruvathezhathu Road metalling and tarring in Ward No.07 of Kadakkarappally GP
2025_LSGD_788587_4
02/AE/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadakkarappally GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,200
₹13,611
15 Oct 2025
21 Aug 2025
2 Sept 2025
21 Aug 2025
30 Aug 2025
21 Aug 2025
Amount
Metaling & Tarring
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 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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 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 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)
OD116553/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITHOUT POWER ROLLER)
varadan (BID ID -2316252)
Athul Sanjai (BID ID -2316304)
Ajeesh.S (BID ID -2317316)
Bidder Name
varadan
Ajeesh.S
BHARGAVAN K
Athul Sanjai
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