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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.4 L+₹21,216 (2.58%)Rejected-Finance | L2 | Rejected-Finance l3 | |
| 3 | L3₹8.5 L+₹25,532 (3.11%)Rejected-Finance THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | L3 | Rejected-Finance lllllllll4 | |
| 4 | l4₹8.5 L+₹29,789 (3.63%)Rejected-Finance | l4 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | T J Joseph Joy L3 | G S RAJEEV L2 | sinoj kumar.k L1 | SASEENDRAN M L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||||
| 1.00 | 5.2.1a:Tack Coat 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. | 1,200 | sqm | 13.86 ₹16,632 | 13.79 ₹16,548 Lowest | 13.86 ₹16,632 | 14 ₹16,800 |
| 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) | 1,200 | sqm | 276.78 ₹3,32,136 | 275.37 ₹3,30,444 | 275 ₹3,30,000 Lowest | 280 ₹3,36,000 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 129.78 | sqm | 386.59 ₹50,171.65 | 384.62 ₹49,915.98 | 370 ₹48,018.6 Lowest | 386 ₹50,095.08 |
| 2.00DRAINAGE AND OTHER WORKS | |||||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 84 | cum | 415.3 ₹34,885.2 | 413.18 ₹34,707.12 | 390 ₹32,760 Lowest | 390 ₹32,760 Lowest |
| 2.00 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 12 | cum | 8,468.09 ₹1,01,617.08 | 8,424.9 ₹1,01,098.8 | 8,000 ₹96,000 Lowest | 8,600 ₹1,03,200 |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 28.8 | cum | 8,275.57 ₹2,38,336.42 | 8,233.36 ₹2,37,120.77 | 8,000 ₹2,30,400 Lowest | 8,300 ₹2,39,040 |
| 2.00 | 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) | 7.12 | cum | 8,642.33 ₹61,576.6 | 8,598.25 ₹61,262.53 | 7,950 ₹56,643.75 Lowest | 8,700 ₹61,987.5 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.04 | tonne | 94,485.47 ₹4,251.85 | 94,003.59 ₹4,230.16 | 94,000 ₹4,230 Lowest | 94,000 ₹4,230 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
16 Jan 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF AE, PANATHADY GP
Annual Plan-115/25-26 PANATHADY GP CHAMUNDIKKUNNU PADINHARETHUMBODY ROAD MAINTANANCE
2026_LSGD_826215_2
AE/LSGD/PDY/TEN/03/25-26
Open Tender
Civil Works - Roads
Item Rate
PANATHADY
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,870
₹21,173
8 May 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
16 Jan 2026
9 Jan 2026
ROAD MAINTENANCE
5.2.1a:Tack Coat 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.
5.11.1.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)
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
DRAINAGE AND OTHER WORKS
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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