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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₹6.1 LAccepted-AOC KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | L1 | Accepted-AOC Agreement submitted on 20/08/2025 | |
| 2 | L2₹6.7 L+₹63,369.71 (10.4%)Rejected-AOC | L2 | Rejected-AOC Higher rate,hence rejected. | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Prasad S L2 | Anilkumar S L1 |
|---|---|---|---|---|---|
| 1.00RETARING | |||||
| 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. | 900 | sqm | 13.87 ₹12,483 | 12.57 ₹11,313 Lowest |
| 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) | 109.2 | sqm | 409.8 ₹44,750.16 | 371.29 ₹40,544.87 Lowest |
| 1.00 | OD96366/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using shredded plastic 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 &lt;br&gt; By Manual Means :- Type A &lt;br&gt; (II) Bitumen (S-65) | 900 | sqm | 288.61 ₹2,59,749 | 261.5 ₹2,35,350 Lowest |
| 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. | 19.61 | cum | 66.79 ₹1,309.95 | 60.52 ₹1,186.98 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 16.34 | cum | 9,727.38 ₹1,58,984.3 | 8,813.31 ₹1,44,044.74 Lowest |
| 1.01 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 6.75 | cum | 957.94 ₹6,466.1 | 867.93 ₹5,858.53 Lowest |
| 1.01 | OD101235/2025-2026:Providing concrete 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 Cement concrete M10 (1:3:6), using 40mm ,20mm and 10mm broken stones in the ratio 6:3:1 with 250 kg cement | 1.12 | cum | 8,803.37 ₹9,903.79 | 7,976.12 ₹8,973.14 Lowest |
| 1.01 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 16.5 | cum | 9,463.56 ₹1,56,148.74 | 8,574.27 ₹1,41,475.46 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.21 | tonne | 1,02,653.08 ₹21,146.53 | 93,006.78 ₹19,159.4 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
21 Jul 2025, 3:00 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 -LIDEW SECTION -KIZHUVILAM GP
Annual Plan-KZLM GP-108/25-26-IMPROVEMENTS TO PUTHANVILA VANDITHADAM ROAD IN WARD 10 OF KIZHUVILAM GP-General Civil Work
2025_LSGD_775682_8
A3/AE/LIDEW/KZM/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
KIZHUVILAM GRAMAPANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,947
Yes
1 Sept 2025
11 Jul 2025
23 Jul 2025
11 Jul 2025
21 Jul 2025
11 Jul 2025
11 Jul 2025 - 21 Jul 2025
Amount
RETARING
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.
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)
OD96366/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using shredded plastic 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 &lt;br&gt; By Manual Means :- Type A &lt;br&gt; (II) Bitumen (S-65)
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.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD101235/2025-2026:Providing concrete 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 Cement concrete M10 (1:3:6), using 40mm ,20mm and 10mm broken stones in the ratio 6:3:1 with 250 kg cement
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD101340/2025-2026:Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 75 mm dia PVC pipe (4 kg/cm2) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification and as per direction of deptl officers at site(avarage length 0.5m)
OD101227/2025-2026:Supplying and fixing nameboard of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc as per directions of Engineer-in-charge.
Prasad S (BID ID -2256983)
Bidder Name
Anilkumar S
Prasad S
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