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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| Sl No | Description | Qty | Unit | ARUN L1 | ANU A L2 |
|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 24.93 | cum | 9,563.75 ₹2,38,443.42 Lowest | 10,041.94 ₹2,50,365.65 |
| 1.00 | 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 | 57.3 | cum | 441.5 ₹25,297.95 Lowest | 463.58 ₹26,563.13 |
| 1.00 | OD13942/2025-2026:Granular sub base/base/surface course with local materials (Table 400.13) by mix in
place method nermal. Construction of granular sub base by providing local materials
spreading in uniform layers manually mixing by mix in place and compacting with
rammers to achieve the desired density complete as per clause 401.4 as per Technical
specification clause 408 | 28.65 | cum | 2,341.26 ₹67,077.1 Lowest | 2,458.32 ₹70,430.87 |
| 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 | 28.65 | cum | 3,750.64 ₹1,07,455.84 Lowest | 3,938.17 ₹1,12,828.57 |
| 1.00 | OD13941/2025-2026: Filling up pot holes(cut and formed to regular shapes and all loose materials removed)after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface | 3.27 | cum | 8,306.25 ₹27,144.83 Lowest | 8,721.56 ₹28,502.06 |
| 1.01 | 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 | 191 | sqm | 80.37 ₹15,350.67 Lowest | 84.39 ₹16,118.49 |
| 1.01 | 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. | 191 | sqm | 18.9 ₹3,609.9 Lowest | 19.85 ₹3,791.35 |
| 1.01 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 454 | sqm | 18.9 ₹8,580.6 Lowest | 19.85 ₹9,011.9 |
| 1.01 | 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) | 645 | sqm | 302.59 ₹1,95,170.55 Lowest | 317.72 ₹2,04,929.4 |
Tender Value
₹6.9 L
EMD Value
₹17,203
Closing Date
29 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE LSGD Polpylly GP
AE LSGD Polpylly GP
Annual Plan-PLPY/2025-2026/PR NO 93-POLPULLY GP / PR NO 93 / 2025 -2026 / KOOOLIMUTTAM SHANTHI NAGAR ROAD MAINTENANCE 2025-26 WARD 02
2025_LSGD_798341_5
01/E TENDER/AE/LSGD/PLPY/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
POLPULLY GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,520
Yes
₹17,203
Yes
8 Dec 2025
20 Sept 2025
3 Oct 2025
20 Sept 2025
29 Sept 2025
20 Sept 2025
Amount
ROAD MAINTENANCE
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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
OD13942/2025-2026:Granular sub base/base/surface course with local materials (Table 400.13) by mix in place method nermal. Construction of granular sub base by providing local materials spreading in uniform layers manually mixing by mix in place and compacting with rammers to achieve the desired density complete as per clause 401.4 as per Technical specification clause 408
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
OD13941/2025-2026: Filling up pot holes(cut and formed to regular shapes and all loose materials removed)after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface
75.5.1.1pb: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.
75.5.2.2pb: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 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 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)
ANU A (BID ID -2362751)
Bidder Name
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