C/O Bridge over Sukhad Khad on Link road to Village Dandel and Ganguhi

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by all manual /mechanical means including saturated soil comprising of ordinary soil, ordinary rock,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, width cutting and trimming of side slopes 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 / unuseful material to the approved dumping sites through all modes of transporation including head load or animals transport or mechanical means along with its leveling fine dressing and hauling /carriage of machineries, materials, tools equipments and safety measures. Recovery for useful stone of 115 cubic metre at the rate of Rs. 300/- (Rupees Three Hundred) per cubic metre shall be effected from the contractors running bill on pro-rata basis as per actual quantity 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 duly 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 in all type of classification of soil, comprising of ordinary soil, ordinary roads, hard rock, chiesling/wedging out rock ( where blasting is prohibited) , as per drawings and MORD technical specification section 300 and 1600 and as per directions 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 any lead and upto any lift including dressing of sides, bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm ( one hundred fifty millimeters) compacted thickness 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 arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. 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 in foundation and plinth, as per drawing and technical specificationi section 800, 1200 & 1600 for nominal mix 1: 5: 10 (one cement: five sand : ten graded crushed stone aggregate 40mm (forty millimeters) nominal size and curing complete, including the cost of form work in Retaining Wall, Breast Wall etcetera, complete as per the direction of Engineer-in-Charge; as per the drawing and hauling /carriage of labour, equippments and materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.

Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations for all types of structure complete of plain cement concrete grade M-10 (M Ten) nominal mix 1:3:6 (one cement :Three sand :Six graded crushed /broken stone aggregate 40 mm (Forty Milimeters) nominal and below size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arrisen at the time of laying under water complete for all heights/depths including the cost of form work, as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, tolltax, Sale Tax or other taxes imposed by the government.

Providing and laying mechanically mixed and vibrated concrete for plain / reinforced concrete in sub structure for all types of structure of plain cement concrete grade M-20 (twenty) with minimum nominal mix 1:2:4 (one cement is to two sand is to four graded crushed stone aggregate 20mm (twenty millimetre) nominal size in or under water including curing complete for 14 (fourteen) days 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 complete as per drawings and M.O.R.D. technical specification Clauses 802,804,806,807,1202 and 1204 as per the directions of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental. The rate including the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government.

Providing and laying ( to level or slope) 900mm dia (nine hundred millimetre ) diametre reinforced cement concrete heavy duty non pressure pipes IS Class NP-2 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1 : 2 ( One cement : two sand) but excluding the cost of excavation, protection works, back filling, concrete and masonry work in head walls and parapets as per drawing and M.O.R.D. technical specifications section 1100 and as per direction of Engineer - in- Charge including carriage of materials to various location through all modes of transportation in 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 walls, return walls and retaning walls complete as per drawing and M.O.R.D. technical specification section 1200, 1600 and as per the directions of Engineer-in-Charge including carriage of material within all leads,lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the government.

ASHWANI KUMAR

SURINDER KUMAR