Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Jan 2025
Closing Soon24 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 3,34,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_518755_1Tender No
Nagapattinam Dt/MGSMT-Ph-1/83/2025-01Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.
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Km 0/0 - 4/680
4292.68
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Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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Km 0/0 - 4/680
2904.18
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Providing and laying Spreading and compacting graded stone aggregate to wet Mix Macadam (WMM) Specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by Tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achive the desired density including cost of Materials Labour charges rentals for Machinary , Fuel and all other incidential charges etc., Complete.
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KM 0/0 - 1/0
340.48
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KM 1/0 - 2/0
344
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KM 2/0 - 3/0
344
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KM 3/0 - 3/50
69
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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KM 0/0 - 1/0
197.38
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KM 1/0 - 2/0
199.42
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KM 2/0 - 3/0
199.42
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KM 3/0 - 3/50
40
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Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 125mm thick with pavers in SubBase/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., complete.
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KM 0/0 - 1/0
561.3
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KM 1/0 - 2/0
567.1
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KM 2/0 - 3/0
567.1
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KM 3/0 - 3/50
113.75
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
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Km 0/0 - 4/680
11929.11
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Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
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Km 0/0 - 4/680
17550
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Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous 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.
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Km 0/0 - 4/680
5501.62
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Providing and laying Bituminous Mecadam to 50 mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as
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KM 0/0 - 1/0
185.04
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KM 1/0 - 2/0
186.96
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KM 2/0 - 3/0
186.96
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KM 3/0 - 4/0
187.5
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KM 4/0 - 4/680
90
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Providing and laying Bituminous Concrete to 25 mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as
per clause 507 of MORTH Rev-5
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KM 0/0 - 1/0
93.75
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KM 1/0 - 2/0
93.75
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KM 2/0 - 3/0
93.75
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KM 3/0 - 4/0
93.75
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KM 4/0 - 4/680
63.75
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Providing and laying gravel including cost and conveyance of gravel from approved sources to worksite and stocking on road side to departmental metric gauge for premeasurement as directed including labour for spreading and compacting etc., complete as per MORD specifications No. 400.
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KM 0/0 - 1/0
296.07
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KM 1/0 - 2/0
299.13
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KM 2/0 - 3/0
299.13
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KM 3/0 - 4/0
299.13
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KM 4/0 - 4/680
201
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Provision for painting the centre and edge line with Thermo elastic paint with reflector including all labour charges etc complete
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KM 0/0 - 1/0
200
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KM 1/0 - 2/0
200
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KM 2/0 - 3/0
200
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KM 3/0 - 4/0
200
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KM 4/0 - 4/680
136
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Road markers/Road stud with lens reflector including cost and conveyance of all materilas inlcuding labour as per standard specification etc
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Road stud with reflector
502
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Provision for HM Stone of size 0.90m x 0.15m x 0.15m
19
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Provision for KM Stone of size 1.65m x 0.45m x 0.15m
4
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Provision for Name board
1
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Provision for signboard
18
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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