Forest Department Tender
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Forest Department Tender
Civil And Construction
Excavation
Eprocure
Opening Date4 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 1,00,00,000
Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Road From Poochamarathur Link Road To Poochamarathur Forest Road
Description
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Contact
Tender Id
2025_TNFD_516532_1Bid Award Id
ViewTender No
15395/2024/D1Tender Authority
Forest Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
326.25
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Prime coat: Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 111, 112, 502 & 900 of MORTH Vth Revision - over WMM/ WBM
2610
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 503, 900 of MORTH Vth Revision - over granular surfaces treated with primer
2610
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Bituminus Macadam : Providing & laying Bituminus Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminus binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with Paver Finisher to the required grade, level and alignment and rolled as per claused 501.6 and 501.7 to achieve desired compaction, complete as per clause 111,112,501,504 &900 of MORTH Vth Revision - Grading II (Table 500-7).
130.5
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Bituminus Concrete (Table 500-17) : Providing & laying Bituminus Concrete with hot mix plant using crushed aggregates of specified grading premixed with bituminus binder (Viscosity Grade 30) at percentage specified by JMF of mix and filler transporting the hot mix to the work site, laing with a Hydrostatic Paver Finisher to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem Roller to achieve desired compaction as per MORTH specification clause 507 complete in all respects - Grading II
78.3
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Providing and laying of Carted earth including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers for making up low berms.
12.23
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Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms (Compaction only)
692.48
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ROAD FURNITURES
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Supply and Fixing of KM Stone of standard design and Drawing as per IRC 8-1980 (Second Revision) incluidng painting and Numbering etc., and all other incidental charges etc.,complete (HW-W0100 - Page No.291)
1
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Supply and Fixing of HM stone of standard design and Drawing as per IRC 26-1967 a incluidng painting and Numbering etc., and all other incidental charges etc.,complete (HW-W0101 - Page No.291)
5
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Providing and erecting direction and place identfication retro-reflectorised sign as per IRC:67 made of high intensity grade sheet vide clause 801.3 fixed over aluminum sheeting, 200 mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with means of M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2.16
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Providing Thermoplast [As per Highways Department Rate enclosed]
150
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Providing Road Markers /Road Stud with Lens Reflector [ As per Highways Department Rate enclosed]
80
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Retro-Reflectorised Traffic Signs (with definition board} Type - IV -Providing 90cm equilateral triangle
8
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SUB ESTIMATES
Providing Hard Bed Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth shales, murram gravel stoney earth and earth mixed with small size boulders as per SS20B for FOUNDATION OF BODY WALLS
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70% O.G.S
47.98
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30% H.G.S
20.56
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Plain Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF HARDBED
85.5
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Plain Cement Concrete 1:3:6 mix using 20 & 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification BODY WALL & CROSS WALL OF HARDBED
69.14
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Plain Cement Concrete 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WEARING COAT FOR HARDBED
40
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Providing 12.00mm thickness Bitumen Pad for wearing Coat of Cement Concrete Road as per PWD SSR 2023-2024 Sl.No. M-0661
6
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Providing New CC Road
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Plain Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF CC PAVEMENT
180
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Plain Cement Concrete 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WEARING COAT OF CC PAVEMENT
90
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Providing 12.00mm thickness Bitumen Pad for wearing Coat of Cement Concrete Road as per PWD SSR 2023-2024 Sl.No. M-0661
17
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