Forest Department Tender
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Forest Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jun 2024
Closing Date2 Jul 2024
Tender Amount₹ 1,36,00,000
Costs
EMD
₹ 1,36,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Malaiyandipatti To Nellivasal Forest Rest House (existing Bt Road) Forest Road
Description
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Contact
Tender Id
2024_TNFD_455515_1Bid Award Id
ViewTender No
TN 17 / 2024 / DTender Authority
Forest Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
Improvement of Malayandipatti to Nellivasal Forest Rest House (Existing BT Road) Forest road (Tirupattur Forest Division), Harur, Forest Engineering Range, Harur, Forest Engineering Division during 2023 - 24 (KM 0/000 to 2/520) in Tirupattur District
BOQ Items
Wet Mix Macadam (Table:400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 406)
1347.19
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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
8981.25
-
-
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
8981.25
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-
Bituminous Macadam: Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous 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 clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7)
449.06
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-
Bituminous Concrete (Table 500-17): Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading-II
269.44
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-
Using of available cut earth including removal satisfactory disposal of all materials necessary for construction of roadway in accordance with the specification and the lines and grades and cross sections showing in the drawings or as directed by the Engineer for making up berms
538.88
-
-
Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position incluidng painting and printingetc., complete (as per MORT&H specification No 804)
2
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-
Providing RCC M15 grade precast HM stone of standard design as per IRC 8-1980 and fixing in position incluidng painting and printingetc., complete (as per MORT&H specification No 804)
10
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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
1
-
-
Providing CC Pavement @ Ch.80, 680, 1130, 1920 & 1990
-
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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
40
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-
Plain Cement Concrete 1:2:4 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
20
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-
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