Rural Development And Panchayat Raj Department Tender

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.

KM 0/0-0/800

Providing and Laying US gravel to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

KM 0/0-0/800

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 (Plant Mix method) .

KM 0/0-0/800

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 2

KM 0/0-0/800

Providing and laying of prime coat using Emulsion at the rate of 7 Kg (SS - 1) per ten square meter over the WMM surface preparatory to another bituminous construction over it.

KM 0/0-0/800

Providing and laying of Tack coat using Emulsion at the rate of 2.5 Kg (RS - 1) per ten square meter over Primed WMM surface preparatory to another bituminous construction over it.

KM 0/0-0/800

BITUMINOUS MACADAM 50 MM Thick using Plastic waste including cost and conveyance of all materials to site and all labour charges for mixing ,laying etc complete

KM 0/0-0/800

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

KM 0/0-0/800

Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

KM 0/0-0/800

Supply and fixing of HM stone SI No. 44 A

Povision for Name Board Cum Citizen Board

Provision For Sign Boards

(ii) Road Marker/ Road stud with lens Reflector

(iv)a. 60 cm Equilateral triangle cautionary signboard