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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹30,730
Closing Date
11 Feb 2026, 3:00 pmClosed
The Village President
The Village President, Anandhalai
Strengthning of the road form Ananthalai palla street kalathumedu street to BR nagar (via BG ) Road Km 0/0 -0/400 H/O Anandalai Panchayat inculding retaning wall
2026_RDTN_654502_1
01/2025
Open Tender
Civil Works
Item Rate
120 days
Panchayat Office, Anandhalai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹30,730
11 Feb 2026
10 Feb 2026
11 Feb 2026
10 Feb 2026
11 Feb 2026
10 Feb 2026
Strengthning of the road form Ananthalai palla street kalathumedu street to BR nagar (via BG ) Road Km 0/0 -0/400 H/O Anandalai Panchayat inculding retaning wall
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Picking 5 Cm to 10 mm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete
Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges rentals for machinery, fuel and all other incidental charges etc, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying tack coat over WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags, etc., complete as per standard specification No 503 of MOST
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
60 cm equilateral triangle
Provision for Hectometer stone
Construction of 1.5 m RCC Slab Culvert @ Ch 300m
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Retaining Wall @ Ch 60m Two side
Earth work excavation in all class of soil with initial lead and lift as per ss 20 B for foundation
CC 1:4:8 Mix using 40mm metal including cost and conveyance and labour charges etc complete.
Supply and erecting centering charges including cost and conveyance and labour charges etc complete.
CC 1:3:6 Mix using 40mm metal including cost and conveyance and labour charges etc complete.
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works.
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