Widening And Strengthening of Etah Amanpur Sahawar Road (O.D.R.) Km 13, 14, 15, 16, 17 in Distt-Kasganj

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with all lifts & leads to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Scarifying the existing bitumenous surface to a depth of 50mm and disposal of scarified material within all lift and leads upto 1000 meters.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(MoRTH&H Specification No.406)also Stebelized with Qty of 1% OPC cement and 3.50% emulsion (Laying Using Paver Finisher)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% of mix and filler, transporting the hot mix to work site, laying with aq hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers to active desired compacting as per MORTH specification Clause 509 complete in all respect (MORTH 509)

Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with all lifts & leads to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of sub-grade and carted earthen shoulders with approved material obtained from borrow pits with all lifts & leads up to 1 KM transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MORT& H Clause 304(12.1B)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MORT& H Clause 2100(12.4)

Filling of Dry 40 mm Brick Ballast of in side of pipe. per PWD specification (SI-2A)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. As per MORT& H Clause 1300(12.5)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per MORT& H Clause 1300 & 2200 (13.2)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications As per MORT& H Clause 1300 & 2200 (13.3)

Providing laying and fixing of 1000 mm dia NP-4 Class Spigot Hume Pipe

Providing laying and fixing of 600 mm dia NP-4 Class Spigot Hume Pipe

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/ Drain work only.(SI No 251)

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Fine sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. 1:4:8 but in Coarse Sand (SI No 275 A)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete asper Drawing and Technical Specifications.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. SI 2 CH-27

Maintenance Charges for Bituminous Road Part Maintenance Charge including repair of painted surface, earthwork on patri, etc. complete as per direction of E.I. for the period of five years from the actual date of completion of work. For First Year @ Zero %

Maintenance Same as Item No. 24 but for Second Year @ 0.25 % of cost of total executed Work

Maintenance Same as Item No. 24 but for Third Year @ 0.50 % of cost of total executed Work

Maintenance Same as Item No. 24 but for Fourth Year @ 0.75 % of cost of total executed Work

Maintenance Same as Item No. 24 but for Fifth Year @ 1.00 % of cost of total executed Work

M/s Hanu Infrastructure Pvt Ltd (BID ID -4845558)

HIND CONSTRUCTION, (BID ID -4846562)

PRASHANT ASSOCIATE (BID ID -4848936)

RAM SANEHI AND SONS (BID ID -4848723)

Balaji Constructon (BID ID -4842545)