Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2024
Closing Soon10 Jan 2025
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

1764

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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 achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

666.81

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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.

5334.38

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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.,

5334.38

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Providing and laying Bituminous Macadum 50mm thick using IRC size machine broken HBG metal 0.20 cum of 26.5 - 13.2mm , 0.43 cum 13.2 - 2.36mm and 0.08 cum of 2.36mm& bvelow metal with 36kg of of VG 30 Bitumen 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete .

266.73

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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

133.36

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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

588

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Road Marking without applied Thermoplastic compound with Reflector Glass based on Bitumenous Surface

280

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Supply of Kilometre stone of size 1.65m x 0.45 x 0.15m including all charges etc.,

1

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Supply of Hectametre stone of size 0.90 x 0.15 x 0.15 metre

6

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Provision for Name board cum Citizen Information Board

1

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Provision for 60 cm Equilateral triangle cautionary Sign Board

2

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Construction of 3.00m Span culvert CH 110

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Earth Work excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth as per SS20B

85.33

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CC 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (For Foundation)

21.34

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CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Below sill)

50.86

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CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Above sill)

53.99

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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

0.83

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Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes

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Below GL

231.8

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Above GL

25.14

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PCC 1:2 :4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement and including all labour charges etc., complete as directed by the Engineer (Bed block)

3.45

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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works including cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

8.55

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Refilling the basement with excavated earth behind the Abutment & inbetween the wings including all labour charges etc., complete

94.25

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PART (B) Maintenance Routine Maintenance After completion of construction works Maintenance I year

1.4

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Maintenance II year

1.4

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Maintenance III year

1.4

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Maintenance IV year

1.4

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Maintenance V year

1.4

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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}

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