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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₹8.2 LAdmitted-Fee/PreQual/Technical/Finance KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.6 L+₹37,145.79 (4.50%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹9.0 L+₹78,132.99 (9.47%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹9.2 L+₹98,965.67 (12.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PRADEEP L1 | Renjith.S.L L2 | MANOHARAN.K L3 | CHANDRAN H L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road maitenance | |||||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 190.42 | sqm | 495.61 ₹94,374.06 | 467.49 ₹89,019.45 Lowest | 467.49 ₹89,019.45 Lowest | 467.49 ₹89,019.45 Lowest |
| 1.00 | 5.2.1a:Tack Coat<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. | 1,050 | sqm | 11.61 ₹12,190.5 Lowest | 21.24 ₹22,302 | 21.24 ₹22,302 | 21.24 ₹22,302 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 1,050 | sqm | 260.76 ₹2,73,798 Lowest | 353.33 ₹3,70,996.5 | 353.33 ₹3,70,996.5 | 353.33 ₹3,70,996.5 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 35 | cum | 59.83 ₹2,094.05 | 57.73 ₹2,020.55 Lowest | 67.13 ₹2,349.55 | 67.13 ₹2,349.55 |
| 1.00 | 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) | 35 | cum | 8,385.27 ₹2,93,484.45 | 8,076.16 ₹2,82,665.6 Lowest | 8,836.82 ₹3,09,288.7 | 9,390.88 ₹3,28,680.8 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.5 | cum | 8,215.6 ₹20,539 Lowest | 8,399.22 ₹20,998.05 | 9,190.3 ₹22,975.75 | 9,766.53 ₹24,416.33 |
| 1.01 | OD161843/2026-2027:Dry rubble masonary (without concrete levelling course )with good quality blated rubble (with out bound stone )and packing to compactness to lines and levels cost and conveyence of all materials labour charges etc complete as per direction of Department Officers at site . | 12.5 | cum | 8,930 ₹1,11,625 | 4,681.49 ₹58,518.63 Lowest | 5,443.59 ₹68,044.88 | 5,443.59 ₹68,044.88 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 91,683.42 ₹11,460.43 | 88,295.56 ₹11,036.95 Lowest | 1,02,669.25 ₹12,833.66 | 1,02,669.25 ₹12,833.66 |
| 1.01 | OD178508/2026-2027:Supplying and fixing granite name board of 75x60 cm size installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per direction of Engineer in Charge | 1 | each | 5,358 ₹5,358 | 4,511.55 ₹4,511.55 Lowest | 5,245.99 ₹5,245.99 | 5,245.99 ₹5,245.99 |
Tender Value
₹9.2 L
EMD Value
₹23,097
Closing Date
31 Oct 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
O/O ASSISTANT ENGINEER LIDEW KARAKKONAM PO KUNNATHUKAL GP TVM
Annual Plan-Kunnathukal GP 2026-27 Kunnathukal Vengakkala Mooppuvilakam Thuttiyodu Road Rennovation-KGP 279/27
2026_LSGD_881096_34
001/AE/LIDEW/KGP/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
KUNNATHUKAL GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,040
Yes
₹23,097
Yes
5 Nov 2026
22 Oct 2026
4 Nov 2026
22 Oct 2026
31 Oct 2026
22 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maitenance | |||||
| 1.001 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 190.42 | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<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. | 1,050 | sqm | - | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 1,050 | sqm | - | - |
| 1.004 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 35 | cum | - | - |
| 1.005 | 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) | 35 | cum | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.5 | cum | - | - |
| 1.007 | OD161843/2026-2027:Dry rubble masonary (without concrete levelling course )with good quality blated rubble (with out bound stone )and packing to compactness to lines and levels cost and conveyence of all materials labour charges etc complete as per direction of Department Officers at site . | 12.5 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.13 | tonne | - | - |
| 1.009 | OD178508/2026-2027:Supplying and fixing granite name board of 75x60 cm size installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per direction of Engineer in Charge | 1 | each | - | - |
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