Construction of link road Ayurvedic Dispencery Ree to Village Kuwali Gram Panchyat Ree Km 0/0 to 1/500

Amount

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m(fifty metre) dressing of sides and bottom and backfilling in trenches with excavated suitable material as directed by Engineer-in-charge all kinds of soil including entire carriage of material within all leads, lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Construciton of embankment with approved material obtained from borrow pits with a lift upto 1.5m(one point five metre) transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m(one thousand metre) as per Technical Specification Clause 301.5 as directed by Engineer-in-charge all kinds of soil including entire carriage of material within all leads, lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (one Cement : three coarse sand : six graded as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

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 1:5:10 (one cement : five coarse sand) : ten graded stone aggregate 40 mm(forty millimetre) nominal size)as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.

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 (one cement : two coarse sand : four graded stone aggregate 20 mm(twenty millimetre) nominal size) as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification clause 1002,1010 and 1202 as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm(six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retrrun wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 as directed by Engineer-in-charge all kinds of soil including entire carriage of material within all leads, lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Providing weep holes in brick/stone masonry/ plain/ reinforced concrete abutment, wing walls, return walls, retaining walls with 110mm ( one hundred ten millimeter) dia PVC pipe De plast /finolex/vectus having pressure 4kg per sqmt (four kilogram) per square meter extending through the full width of the structures with slopes of I(V): 20(H)(twenty ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 and as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts.

SANJEEV KUMAR GOVT CONTRACTOR