Construction of Street from house of Sushila to house of Chetri and Babber at Chilgari Ward No. 6

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Supplying and stacking at site: 90 mm to 45 mm size stone aggregate as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying in position cement concrete ofspecified grade including the cost of centering andshuttering - All work up to plinth level 1:5:10 (1 Cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Centering and shuttering including strutting, propping etc. and removal of form work for

Centering and shuttering including strutting, propping etc. and removal of form work for :Edges of slabs and breaks in floors and walls Under 20 cm wide as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Stel reinforcement for R.C.C work including straighting cutting, bending placing in position and binding all completeupto plinth level. Thermo-Mechanically treated bars of grade fe-500D or more as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge

Ranesh Guleria

Vinod Kumar

Ram Pal