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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-AOC | ₹16.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.9 L+₹71,362 (4.40%)Rejected-AOC PULICKAL HOUSE VECHOOCHIRA | KERALA | ₹16.9 L+₹71,362 (4.40%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 1724329 |
| Sl No | Description | Qty | Unit | JOSEPH PHILIP L2 | PHILIP L3 | Sanoj K L1 |
|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||
| 1.00 | OD17969/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and
lift up to
1.50 m | 806.75 | sqm | 36.75 ₹29,648.06 | 40 ₹32,270 | 36 ₹29,043 Lowest |
| 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) | 49.97 | cum | 9,554 ₹4,77,442.04 | 9,600 ₹4,79,740.8 | 9,076 ₹4,53,554.95 Lowest |
| 1.00 | OD54450/2026-2027: Providing concrete for plain/ reinforced concrete in open foundations complete as per & It; br & gt; drawings and technical specifications clause 802,803,1202 & 1203 & it; br> I.P.C.C grade M 10 & It; br> (i) Nominal mix 1:3:6 without formwork | 2.54 | cum | 8,655 ₹22,001.01 | 8,800 ₹22,369.6 | 8,222 ₹20,900.32 Lowest |
| 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) | 99.97 | cum | 9,186 ₹9,18,287.68 | 9,300 ₹9,29,683.8 | 8,726 ₹8,72,303.32 Lowest |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 102 | sqm | 316.22 ₹32,254.44 | 316.22 ₹32,254.44 | 316 ₹32,232 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 683.7 | sqm | 16.07 ₹10,987.06 | 16.07 ₹10,987.06 | 16 ₹10,939.2 Lowest |
| 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) | 683.7 | sqm | 293 ₹2,00,324.1 Lowest | 313 ₹2,13,998.1 | 293.38 ₹2,00,583.91 |
| 1.01 | OD17267/2026-2027:PROVIDING AND FIXING GRANITE BOARD OF SIZE 120x60 cm AS PER THE DIRECTION OF ENGINEER IN CHARGE | 1 | each | 3,000 ₹3,000 Lowest | 3,025 ₹3,025 | 3,025 ₹3,025 |
Tender Value
₹16.9 L
EMD Value
₹42,358
Closing Date
26 Jun 2026, 6:00 pmClosed
Sreejith G. Nair
Office of the Assistant Engineer, LID EW Section, Ranni-Perunad Grama Panchayat, Ranni- Perunad PO, Pathanamthitta PIN - 689711
Annual Plan-175-2026 27/RPGP-MAINTENANCE OF EDAPARA ROAD
2026_LSGD_856188_5
01/ET/2026 -2027/AE/LID EW/RPGP
Open Tender
Civil Works - Roads
Item Rate
182 days
Ranni-Perunad Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,358
Yes
24 Aug 2026
17 Jun 2026
29 Jun 2026
17 Jun 2026
26 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | OD17969/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and
lift up to
1.50 m | - | sqm | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | OD54450/2026-2027: Providing concrete for plain/ reinforced concrete in open foundations complete as per & It; br & gt; drawings and technical specifications clause 802,803,1202 & 1203 & it; br> I.P.C.C grade M 10 & It; br> (i) Nominal mix 1:3:6 without formwork | 1 | cum | - | - |
| 1.004 | 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) | 0.4 | cum | - | - |
| 1.005 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | - | sqm | - | - |
| 1.006 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.007 | 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) | - | sqm | - | - |
| 1.008 | OD17267/2026-2027:PROVIDING AND FIXING GRANITE BOARD OF SIZE 120x60 cm AS PER THE DIRECTION OF ENGINEER IN CHARGE | - | each | - | - |
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