Rural Development And Panchayat Raj Department Tender

Earth work excavation and depositing on bank within initial lead of 10m & 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 SS .20.A

KM 0/000 - 1/400

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 0/000-1/000

KM 1/000-1/400

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) .

KM 0/000-1/000

KM 1/000-1/400

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.

KM 0/000 - 1/400

Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

KM 0/000 - 1/400

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

KM 0/000 - 1/400

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste  Providing and laying Bituminous Concrete to 30/40mm 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

KM 0/0 - 1/400

Construction of Retaining wall Ch @ 0/0-0/020 KM(Sub Estimate Enclosed)

Earthwork excavation in all classes of soils such as gravelly soils, hard stiffclay, and earth mixed silt or other loose soils sandy loam and ordinary soil but including depositing on banks with all leads and lifts including all charges etc complete.

Supplying and filling with river sand from approved quarry including cost and conveyance to work site and as directed by the dept officers etc complete.

Cement Concrete 1:4:8 mix (one cement, four sand,eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc c

Supplying and centering shuttering including necessary support for side walls and drains using steel sheets complying with standard specification as directed by departmental officers.

For BGL sides IInd Footing

Above GL sides

Cement concrete 1:3:6 mix using 40mm metal, ISS HBG metal including all cost and onveyance of all materials and all labour charges etc., complete

Supply and fixing of Weep Hole Chatges

Supply and fixing of HM stone SI No. 44 A

Supply and fixing of KM stone SI No. 44 A

Road Stud With Lens Reflector

Road Marking Hot applied Thermoplastic Compound With Reflectorising based on Bituminous Surface

Provision For Cautionary Sign Board

Provision for ,Name board etc.

Part-B:- Maintenance work

Maintenance Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

GST Amount for providing Service to the above Government Contract Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}