Construction of link road from Bhungtial Paplah road Km 0/000 to 1/00 SH Construction of U shape drain at RD 0/000 to 0/081 both side and providing and laying GSB Grading II and Grading III at RD 0/000 to 0/150 Deposit work.

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 rock chiseling /wedging out rocks ( Where blasting is prohibited) as per drawings and M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto any 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 millimeter) compacted thickness of each layers including shoring and strutting 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 arrise out during dewatering as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, Sale tax, GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete grade M-10 ( M Ten) nominal mix 1:3:6 ( One cement isto three sand isto six graded crushed/ broken stone aggregate 20mm ( twenty millimeter) nominal size in or under water and curing complete including pumping or bailing out water , dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work in toe wall as per drawings and M.O.R.D. technical specification Clause 802,803,1202 and 1203 as per the direction of the Engineer-in-Charge . Including carriage of material within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, Sale tax, GST or any other taxes imposed by the Government.

Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site with in all leads and lift spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 for Grading-I material, as per the entire satisfaction and direction of Engineer-in-charge. The rate including octori, royality, malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing, laying, spreading and compacting of stone aggregate of specific sizes to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 K.N. static Road roller in stages to proper grade and camber, applying and brooming, stone, screening,binidng material at the rate of 0.22 cum ( zero point twenty two cubic meters) per ten square meters, to fill up the interstices of coarse aggregate, watering and compacting to the required density grading –II, 63mm to 45mm ( sixty three millimeters to forty five millimeters)size, 75mm ( seventy five millimeter) compacted thickness as per M.O.R.D. technical specifications clause No. 405 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing, laying, spreading and compacting of stone aggregate of specific sizes to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100(eighty-hundred) K.N. static Road roller in stages to proper grade and camber, applying and bromming, stone screening at the rate of 0.22 cum ( zero point two two cubic meters) per ten square meters, to fill up the interstices of coarse aggregate, watering and compacting to the required density grading –III, 53mm to 22.4mm ( Fifty three millimeters to twenty two point four millimeters) size, 75mm ( seventy five millimetre) compacted thickness as per M.O.R.D. technical specifications clause No. 405 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

MUNISH KUMAR

SURINDER PAUL

NIRMAL SINGH

RAVINDER SINGH

SUBHASH SHARMA

UPINDER KUMAR FATEHPUR