Up-gradation of road from PWD Shed to Upper Badsoo Baba Talla to Village Goldi kutt, Saral (Balance work)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases for columns

Hand Pack Stone Filling in Wire Crate including Cost of wire Crate and Stone (all complete) as per Directions of engineer in charge. (Crate Size 6.0 x 1.2 x 1.2 Mt). Complete Job.

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)

Providing and Laying WBM Gr-II (with speacified stone aggergrates Stone screenings and binding Material complete including sorting , spreading to templete and consiolidations with power Road Roller 8 to 10 ton capacity etc. and base stone aggerate 63 mm to 45 mm size incl. stone screning size 13.20mm.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.

On W.B.M. @ 0.75 Kg/sqm.

On bitumen surface @ 0.50 Kg/sqm.

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete

Design, Soil Investigation, Load testing (As per IRCsingle lane class A Loading) and Construction of 20 mtr span ( C/C Bearing) Single lane plate Girder Deck Type Motorable steel Bridge (Carriageway 4.25 mtr, and Foot path 1.0 mtr Both Side) at site including provision of temporary river training works, diversion, dewatering, Construction of abutments, abutment caps, dirt walls, Fabrication and launching of superstructure providing and fixing of Bridge Metallic Bearing, expansion Joints, Laying of RCC Slab,approach slab,(3.00 mtr),RCC Bearing Coat, Wing Walls, Drainage Spouts, Providing and Laying of filter media behind wing walls, abutments, return walls, providing and fixing railing at 1.00 Mtr heaghit, painting of all steel works, Laying of Bituminous BM, BT with approaches (5.00 Mtr) Suitable protection works be provided around the abutment, including approaches 5.00 Mtr Long Left and Right Side, Providing & Fixing of Main Informatory Board, as per MORTH Specification including all leads, lifts and carriage of material to the site (complete job). The Drawing /Design of the Bridge should be duly vetted by any IIT,NIT,GCET and DIQC The intending bidders shall quote rates for complete job on turnkey basis , However, in case during the course of execution and as per site conditions if the span increases or decreases the payment shall be made as per the actual span at site at the alloted rates for the individual bridge

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Carriage of material by M.T including loading unloading and stacking at site complete

Stone for an avg. lead up to 10.00 Kms.

Sand/Stone aggregate Below 40 mm lead up to 10.00 Kms.

Stone aggregate Above 40 mm lead up to 10.00 Kms.

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