Improvement of Single Lane to Intermediate Lane from (Ghera) Nagrota Surian to Jawali Km. 39/180 to 66/0

Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/ wedging out rock ( where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the required line, grades cutting and trimming of side slopes , camber, super elevation and level as shown in the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D. technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transporation including head load or animals transport or by mechanical means along with its leveling fine dressing and carriage of machineries, materials, tools equipments and safety measures and other incidential necessary to complete the work by mechanical means /labour if required. All useful materials such as stone, shingles, aggregates and slates etcetera shall be sorted out and stacked in proper stack . Recovery of useful stones to the tune of 860.08 cubic metre quantity at the rate of Rupees 300/- (Rupees three hundred) only per Cubic Metre shall be effected from the contractor's running bills on pro-rata basis as per quantity actually executed. Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be compensated by him in all cases. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera and other similar structure in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) complete in accordance with the line and dimensions shown in the drawings as per 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 layer not exceeding 150mm (One hundred fifty milimeter) compacted thickness including shoring, strutting and pumping and bailing out water (surface and sub soil water ) upto any depth and quantum of water including cleaning of slush which may arrise out during dewatering as per entire satisfaction and direction of Engineer-in-Charge. including carriage of materials within all leads, lifts, other incidental . The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete for all type of structure nominal mix 1:4:8 ( One cement : four sand : eight graded crushed/ broken stone aggregate 40mm ( forty millimeter) nominal size on ground or under water and curing complete including pumping or bailing out water , dewatering (surface and sub soil water) and removal of slush as required at site which may arise at the time of laying concrete complete for all heights/ depths including the cost of form work in retaining wall, breast wall etcetera as per drawings and M.O.R.D. technical specification section 800,900, 1200 and 1600 as per the direction and entire satisfaction of Engineer-in-Charge Including carriage of material within all leads, lifts and other incidental . The rate is including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Back filling with granular material behind abutments, wing wall return walls, and retaining walls/ Breast walls complete as per drawing and MORD technical specifications section 1200 and 1600 as per directions and entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.

Providing Weep holes in brick masonry/ stone masonry/ plain/ reinforced concrete abutment, Wing walls, Return walls, Retaining walls with 100mm (One hundred milimetres) dia with pressure not less than 4.00 kg /cm² (four point zero zero kilogram ) per centimetre square P.V.C. pipes extending through the full width of the structure with slope of 1 (one) (Vertically) : 20 (Twenty) (Horizontally) towards draining face complete as per drawing and MORD Technical specification Clause 614, 709, 1204.3.7, as per the direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental .The rate is including of octroi, Royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain concrete in open foundation for all type of structure complete of concrete grade M-10 ( M Ten) nominal mix 1:3:6 ( One cement : three sand : six graded crushed/ broken stone aggregate 40mm (Forty millimeter) nominal size on ground or under water including pumping or bailing out water / dewatering removal of slush as required at site which may arise at the time of laying concrete complete for all heights/ depths and curing complete including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the direction and entire satisfactions of Engineer-in-Charge Including carriage of material within all leads, lifts and other incidental. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete M-15 (M-Fifteen) nominal mix 1 : 2 ½ : 5 ( one cement : two & half sand : five graded crushed /broken stone aggregate 40mm ( forty millimetre) nominal size) in sub structure such as parapets abutment and toe wall etcetera as per drawings and M.O.R.D. technical specifications section 800, 900 and 1200 including the cost of form work and curing complete, as per the entire satisfaction and directions of Engineer-in-Charge, including carriage of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying type-A (concrete cradle) bedding with Grade M-15 (M-fifteen) cement concrete 1 : 2 ½ : 5 ( one cement : two & half sand : five graded crushed /broken stone aggregate as per clause 1105 (i) drawing and technical specification clause 802,803,1202 and 1203, as per the entire satisfaction and directions of Engineer-in-Charge, including carriage of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying(to level or slope) 900mm dia (Nine hundred milimetre diameter) reinforced cement concrete heavy duty non pressure pipe IS class NP3 for culverts on First class bedding of granular material in single row including fixing collars with cement mortar 1:2 (One cement : two sand) but excluding th cost of excavation, protection work, back filling, concrete bedding and masonry work in head walls and parapets as per Drawing and MORD technical specification section 1100, including hauling of material within all leads, lifts and other incidental and as per the entire satisfaction and directions of the Engineer-in-Charge. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.

Prviding and laying reinforced cement concrete Hume pipe NP3 1200mm dia One thousand two hundred milimetres) culverts on type-A (concrete cradle) bedding of M-15 (M-fifteen) Grades crust concrete in single row including fixing collars with cement mortar 1:2 (One cement : two sand) and curing complete but excluding excavation, protection work, back filling, concrete bedding and masonry work in head walls and parapets as per Drawing and MORD technical specification section 100, as per the entire satisfaction and directions of Engineer-in-Charge, including carriage of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government.