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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹9.1 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | l2₹9.7 L+₹59,345.97 (6.49%)Rejected-Finance | l2 | Rejected-Finance L2 | |
| 3 | l3₹9.8 L+₹65,994.65 (7.21%)Rejected-Finance | l3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SALY PAUL KANNANTHANAM L2 | PAULKANNANTHANAM L3 | THOMAS KANNANTHANATH L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD RETARRING | ||||||
| 1.00 | 11.1.3: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>III. Hard rock (requiring blasting) <br>Upto 3 m depth including 1.5 m depth in hard rock | 18 | cum | 1,559.45 ₹28,070.1 | 1,659 ₹29,862 | 1,464.01 ₹26,352.18 Lowest |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 76 | sqm | 309.77 ₹23,542.52 | 310 ₹23,560 | 290.81 ₹22,101.56 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 540 | sqm | 15.65 ₹8,451 | 16.65 ₹8,991 | 14.69 ₹7,932.6 Lowest |
| 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) | 540 | sqm | 291.87 ₹1,57,609.8 | 299.81 ₹1,61,897.4 | 274.01 ₹1,47,965.4 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. | 2.92 | cum | 65.97 ₹192.96 | 69.97 ₹204.66 | 61.93 ₹181.15 Lowest |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.92 | cum | 8,780.15 ₹25,681.94 | 8,780.15 ₹25,681.94 | 8,336.72 ₹24,384.91 Lowest |
| 1.01 | OD360046/2025-2026:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated
sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section
vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below
ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to
conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer
of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 195 | metre | 3,746.9 ₹7,30,645.5 | 3,746.9 ₹7,30,645.5 | 3,517.59 ₹6,85,930.05 Lowest |
Tender Value
₹9.7 L
EMD Value
₹24,362
Closing Date
1 Nov 2025, 1:00 pmClosed
Assistant Engineer Kanichar GP
Assistant Engineer Kanichar GP
Annual Plan-2025-26 - Kanichar GP - Pr.No.156/26-Renovation Works to Malayampadi Elapeedika Road - 11.50 Lakhs
2025_LSGD_814588_3
AE/LSGD/KCR/ETN/04/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Kanichar GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,150
Yes
₹24,362
Yes
25 Jul 2026
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
ROAD RETARRING
11.1.3: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>III. Hard rock (requiring blasting) <br>Upto 3 m depth including 1.5 m depth in hard rock
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
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)
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.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD360046/2025-2026:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
SALY PAUL KANNANTHANAM (BID ID -2421590)
PAULKANNANTHANAM (BID ID -2421603)
Bidder Name
THOMAS KANNANTHANATH
PAULKANNANTHANAM
SALY PAUL KANNANTHANAM
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