Annual repair and maintence on NH 20A (New NH 503) Km 39/00 to 91/00

Amount

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rocks, chiseling/ wedging out of rock (where blasting is prohibited) as per drawings and MORT&H specification and as per direction of the Engineer-in-charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto all lead and lift, including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (One hundred fifty millimetre) compacted thickness including shoring and structting and pumping and bailing out water (surface and sub soil water upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in-Charge and carriage of material within all leads and lifts and other incidentals charges.

Providing and laying 1:3:6 (One Cement : three coarse sand : Six graded stone aggregate) 20 mm (twenty millimetre) nominal size in position cement concrete of specified grade including the cost of centering and shuttering for all work up to plinth level in drains, toe walls and like structures including entire carriage of materials within all leads and lifts as per the direction of Engineer-in-Charge.

Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in retaining walls, breast walls and the like with 100mm ( One hundred millimetre ) dia PVC pipe Finolex/ Supreme having pressure not less than 4.00 Kg/Cm² ( four kilogramm ) per centimetre square extending through the full width of the structure with slope of 1(V):20(H) ( one vertical : twenty horizontal ) towards drawing face complete including entire carriage of materials within all leads and lifts and as per drawings and MORT&H specifications as per the direction of Engineer-in-Charge including all incidentals.

Back filling behind abutment , wing walls and return walls complete as per drawings and MORT&H specification, granular material as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals.

Sandeep Kumar Dhiman

RAKESH KUMAR

Manu Sharma

jitender

SANJAY CHAUHAN GOVT. CONTRACTOR

AYUSH CHANDEL GOVT CONT

HINDUSTAN ASSOCIATES

Suresh Rana

Sachin Kumar

KARTAR SINGH

MAHESH KUMAR GOVT CONT

AJAY THAKUR GOVT CONT

KRISHAN KUMAR