Rural Development And Panchayat Raj Department Tender

Reinforced cement concrete 1:1:3 mix using 20mm ISS metal including cost and 3 conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum

Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over

Below GL

Above GL

Supplying and fabrication of steel including cost and conveyance of steel to site 5 and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works.

Brick work in CM 1:5 mix using country bricks ground moulded of size 22 x 11 x 7cm for the following including curing etc., complete complying with standard specifications

Plastering with CM 1:5, 12mm thick.over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers.

Painting two coat using readymixed emulsion paint of approved quality and colour over priming coat (New) including cost and all labour charges etc. complete

Part II : Strengthening of Sathanur Govt.Girls High School Road Km 0/0 -0/700 at Sathanur Panchayat.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes Light jungle saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and 1 stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201, etc. comp.

Km 0/0 - 0/600

Scarifying the Existing Bituminous Road Surface to a Depth of 150mm and Disposel of Scarified material with a lift upto 3m and lead upto 1000m as per Technical Specification Clause 301.4

Km 0/0 - 0/600

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 and other item which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P

Km 0/0 - 0/600

Providing and laying including cost and 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 4 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Km 0/0 - 0/600

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

Km 0/0 - 0/600

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.

Km 0/0 - 0/600

Applying tack coat over Un Primed WMB/ WMM surface at 2.5Kg 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MORT specification.

Km 0/0 - 0/600

BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm 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 50.30kgs of VG30 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 20-30 ton 8 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 - 0/600

Providing HM Stones (0.75*0.23*0.10)

Provision for Name Board and Information Board

GST Amount for providing Service to Government Contract Works for the above Construction 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}