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Tender Value
₹12.7 L
EMD Value
₹31,773
Closing Date
29 Aug 2026, 6:00 pmDue tomorrow
ASSISTANT ENGINEER
LSGD SECTION, PALAMEL GP
TENDER PALAMEL GP ANNUAL PLAN P.NO.351/26 (177/27) MAINTANANCE OF VALLABHATHUMUKKU THENGUVILA ROAD
2026_LSGD_866179_1
01/2026-27/AE/LIDEW/PGP
Open Tender
Civil Works - Roads
Item Rate
270 days
NOORANAD
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,773
Yes
20 Aug 2026
20 Aug 2026
31 Aug 2026
20 Aug 2026
29 Aug 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | OD523890/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained
from Scarifying with power roller | - | sqm | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | OD524982/2025-2026: surface dressing of ground includes removal of vegetation in eqalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.50 m .aall kinds of soil | - | sqm | - | - |
| 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) | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 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 | - | sqm | - | - |
| 1.007 | 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. | - | sqm | - | - |
| 1.008 | 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. | - | sqm | - | - |
| 1.009 | 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. | - | sqm | - | - |
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pre351.pdf
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form351.pdf
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affi351.pdf
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nit351.pdf
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epay.pdf
Other Document • 0.23 MB
integrity.pdf
Other Document • 0.23 MB
bd351.pdf
Tender Documents • 1.76 MB
BOQ_1466017.xls
BOQ • 0.31 MB
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