C/o link road to Village Dharuin KM 0/0 to 0/800

Amount

Excavation in hilly area in all heights and depths and in all soil by manual/ mechanical means including saturated soil comprising of ordinay soil,soft rock,hard rock chiselling, wedghing out of rock (where blasting is prohibted) and their intermediate classification of soil complete including setting out true to the required lines grades,width,cutting and trimming of side slopes and level as shownin the drawing and as directed by Engineer-in-charge at site according to the MORD technical specification clause 302,1603.1 and 1603.2 and sorting out useful materials and stacking the same within all leads and lifts in acuired widh of road and transportation of un-useful material for filling in road ways camber, embakements for grade improvements and disposal of all surplus material to approved dumping site through all mods of transportation including head load or animal transport or mechanical means alongwith its levelling fine dressing and carriage of machineries, materials,tools, equipment and safety measures and other incidentals necessaty to complete the work by mechanical means/ labour if required.Any loss to the public private property during the course of execution shallbe the absolute responibility of the conteractor which shall have to be compensated by him in all cases.

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 rock, hard rock chiseling / wedging out rocks ( where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the 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 and bottom and back filling in trenches with excavated Suitable / approved materials to the original surface in layers not exceeding 150mm (one hundred fifty millimetre). 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 and lifts and other incidental. The rate including octroi, royality,Malkana,toll tax sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete 1:4:8 ( One cement is to four sand is to eight graded crushed stone aggregate 40mm (forty millimeter) nominal size in or under water including pumping or bailing out water( surface and sub soil water), dewatering for all heights /depths and any quantum of water including removal of slush which may arise at the time of laying under water for all heights/ depths, including the cost of form work and curing for 14 ( fourteen) days complete in Retaining walls and Breast walls etcetera. as per drawings and MORD technical specification clauses- 800,900 and 1200 or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including octroi, royality ,Malkana, toll tax, sales tax or any other taxes imposed by the Government .

Providing 100mm (Hundred millimeter) diameter poly Vinyl chloride pipe Weep holes in brick masonry/stone masonry, plain/reinforced concrete abutments, wing walls return walls and retaining /breast walls etc., extending through the full width of the structure with slope of 1 (V) : 20 (H) (one vertical is to twenty horizontal ) towards drawing face complete as per drawings and MORD technical specifications clause 614, 709 and 1206.6 or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including octroi, royality ,Malkana, toll tax, sales tax or any other taxes imposed by the Government .

Construction of granular sub base by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with three whell 80-100 kn static roller to achieve the desired density complete as per technical specifications clause 402. or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including octroi, royalty ,Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 Including hauling of materials in all leads, lifts and other incidental and as per the entire specification and directions of Engineer-in-Charge. The rate includes octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete Grade M-10 (M-ten) nominal mix 1:3:6 ( one cement is to three sand is to six graded crushed stone aggregate 20 millimeter (twenty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures including pumping or bailing out water (surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush 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 802,803,1202 and 1203 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate including the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1 : 2 ½ : 5 ( one cement isto two & half sand isto five graded crushed /broken stone aggregate 40mm ( forty millimetre) nominal size in open foundations for all type of structures and the like Parapets and wing walls etcetera as per drawings and M.O.R.D. technical specifications and section 800, 900 and 1200 including the cost of form work, curing complete and including 6auling of materials in all leads, lifts and other incidental or as per the entire specification and directions of Engineer-in-Charge . The rate includes the octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Type-A "W" metal beam crash barrier comprising of 3 mm (three milimetre) thick corrugated sheet metal beam rail to be kept 70 (Seventy) centimeter, above road/ground level and to be fixed on ISMC series channel vertical post 150x75x5 mm (One hundred fifty x seventy five x five milimeter) to be spaced 2 mtr (two) meter centre to centre to be kept 1.80 mtr (one point eight zero) meter high & to be kept 1.10 mtr (One point one zero) meter below ground/road level. All steel parts and fitments to be galavnized by hot dip process. All fittings to conform to IS : 1367 and IS: 1364 as amended upto date, metal beam rail to be fixed on the vertical post with a space of channel section 150x75x5 mm (One hundred fifty x seventy five x five milimeter) and 330 mm (three hundred thirty) milimeters long complete as per caluse-810 cinforming to MORT&H (Ministry of Road Transport & Highway) specifications (Latest revision) including all fitings required for erection at road site of materials or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate including the octroi, royality, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Government.

Rahul Thakur