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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₹14.3 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY SPR CONSTRUCTION | |
| 2 | L2₹15.7 L+₹1.4 L (9.60%)Rejected-AOC | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY SPR CONSTRUCTION | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | MARIAN CONSTRUCTIONS L3 | Sunny P J L2 | SPR CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD TARRING | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 800 | sqm | 30 ₹24,000 | 15 ₹12,000 Lowest | 16 ₹12,800 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 80 | cum | 3,400 ₹2,72,000 | 3,471 ₹2,77,680 | 3,100 ₹2,48,000 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 800 | sqm | 95 ₹76,000 | 75 ₹60,000 Lowest | 75 ₹60,000 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 800 | sqm | 20 ₹16,000 | 16 ₹12,800 Lowest | 18.9 ₹15,120 |
| 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. | 600 | sqm | 20 ₹12,000 | 14 ₹8,400 Lowest | 15.79 ₹9,474 |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 106.5 | sqm | 400 ₹42,600 | 388 ₹41,322 Lowest | 400 ₹42,600 |
| 1.01 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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) | 1,400 | sqm | 300 ₹4,20,000 | 272 ₹3,80,800 | 255 ₹3,57,000 Lowest |
| 1.01 | OD250719/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost ,
conveyance , labour charges etc complete | 1 | 1 nos | 2,500 ₹2,500 | 2,947 ₹2,947 | 1,500 ₹1,500 Lowest |
| 2.00Irish drain | ||||||
Tender Value
₹16.9 L
EMD Value
₹42,357
Closing Date
14 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSI EXECUTIVE ENGINEER
LID EW DIVISION IDUKKI DISTRICT PANCHAYAT PAINAVU
Annual Plan IDP 2025 26 VANDIPERIYAR GP MOUND SATHRAM ROAD RETARRING IRISH 367 26 General Civil Work TENDER
2025_LSGD_803931_21
7/T/AEE/LIDEW/IDK/2025-2026
Open Tender
Civil Works - Others
Item Rate
180 days
VANDIPERIYAR GP
.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,357
Yes
5 Mar 2026
6 Oct 2025
16 Oct 2025
6 Oct 2025
14 Oct 2025
6 Oct 2025
6 Oct 2025 - 14 Oct 2025
Amount
ROAD TARRING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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.
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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)
OD250719/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost , conveyance , labour charges etc complete
Irish drain
OD250786/2025-2026:Surface dressing of the ground including vegitation and inequalities not exceeding 15cm. and disposal of rubbish,lead up to 50m.and lift up to 1.50m
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)
Sunny P J (BID ID -2387154)
MARIAN CONSTRUCTIONS (BID ID -2384298)
Bidder Name
MARIAN CONSTRUCTIONS
SPR CONSTRUCTION
Sunny P J
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