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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.3 LRejected-AOC POTHIYIL THOTTIPARAMBIL HOUSE ARAKKUPARAMBA P O MALAPPURAM 679341 | MALAPPURAM | MALAPPURAM | KERALA | 679341 | ₹4.3 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | MOHAMMED FAISAL P T L2 | RAMESH L1 |
|---|---|---|---|---|---|
| 1.00ROAD SIDE PROTECTION AND RETARING | |||||
| 1.00 | 2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (A) Rubble Stone Masonry in Lime Mortar | 11.04 | cum | 650 ₹7,176 | 609.3 ₹6,726.67 |
| 1.00 | 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 | 19.15 | cum | 940 ₹17,999.12 | 922.99 ₹17,673.41 |
| 1.00 | 11.4.1.1: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 | 1.73 | cum | 8,900 ₹15,352.5 | 8,821.43 ₹15,216.97 |
| 1.00 | 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) | 20.41 | cum | 9,500 ₹1,93,923.5 | 9,363.13 ₹1,91,129.57 |
| 1.00 | 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 | 0.92 | tonne | 1,00,500 ₹92,359.5 | 98,907.6 ₹90,896.08 |
| 1.01 | OD419098/2025-2026:PVC WEEP HOLES- Providing weep holes using 63 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 8.5 | metre | 120 ₹1,020 | 101.21 ₹860.29 |
| 1.01 | OD419103/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 2.21 | cum | 8,200 ₹18,130.2 | 7,975.44 ₹17,633.7 |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 264 | sqm | 19 ₹5,016 | 18.51 ₹4,886.64 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 264 | sqm | 300 ₹79,200 | 283.43 ₹74,825.52 |
Tender Value
₹4.3 L
EMD Value
₹10,710
Closing Date
30 Jan 2026, 3:00 pmClosed
Assistant Engineer
Assistant Engineer, LID EW Section, Karimpuzha Grama Panchayath
RENNOVATION OF KARIMPUZHA PANDANPARAMBU ROAD-PROJECT NO. 61/26
2026_LSGD_829725_4
6/2025 26/AE/LID EW/KGP
Open Tender
Civil Works - Roads
KARIMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹945
Yes
₹10,710
Yes
4 Mar 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
ROAD SIDE PROTECTION AND RETARING
2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (A) Rubble Stone Masonry in Lime Mortar
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
11.4.1.1: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
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)
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
OD419098/2025-2026:PVC WEEP HOLES- Providing weep holes using 63 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD419103/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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 dry and hungry bituminous surface 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 <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 <br> Type A <br> (II) Bitumen (S-65)
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