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Tender ID
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₹2.4 LAccepted-AOC KAVANAUR GRAMA PANCHAYAT KERALA KL | MALAPPURAM | KERALA | 679321 | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.5 L+₹8,875.03 (3.63%)Rejected-AOC KAVANUR GRAMA PANCHAYAT | TIRUVANNAMALAI | TAMIL NADU | 604401 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Contractor Abdurahiman K L1 | ALAVIKUTTY M L2 |
|---|---|---|---|---|---|
| 1.00Road taring | |||||
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 11.4 | cum | 2,969.34 ₹33,850.48 Lowest | 3,077.04 ₹35,078.26 |
| 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 | 30.96 | cum | 3,329.17 ₹1,03,071.1 Lowest | 3,449.92 ₹1,06,809.52 |
| 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 | 298.8 | sqm | 73.23 ₹21,881.12 Lowest | 75.89 ₹22,675.93 |
| 1.00 | 5.2.3a:Tack Coat 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. | 298.8 | sqm | 15.82 ₹4,727.02 Lowest | 16.39 ₹4,897.33 |
| 1.00 | 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) | 298.8 | sqm | 265.72 ₹79,397.14 Lowest | 275.36 ₹82,277.57 |
| 1.01 | OD349071/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished ,
machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of
required size, approved shade, colour and texture laid over 20mm thick base cement mortar
1:4(1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss
finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.5 sqm
Lettering and fixing | 0.33 | sqm | 5,368.79 ₹1,744.86 Lowest | 5,563.51 ₹1,808.14 |
Tender Value
₹2.5 L
EMD Value
₹6,339
Closing Date
1 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION KAVANUR
Kavanoor GP Chakkyapalliyali Valiyatt Road improvements project no 132
2025_LSGD_814119_3
07/ET/AE/KVR/25-26
Open Tender
Civil Works - Roads
Item Rate
AE LSGD SECTION KAVANUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,339
Yes
16 Jan 2026
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
Road taring
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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
5.2.3a:Tack Coat 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.
5.11.1.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)
OD349071/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished , machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4(1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.5 sqm Lettering and fixing
ALAVIKUTTY M (BID ID -2423144)
Bidder Name
Contractor Abdurahiman K
ALAVIKUTTY M
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