Upgradation of road from Tipri to Attara via Dainkwan from Km. 0/000 to 13/390

Amount

Construction of embankment with approved materials obtained from borrow pits within all leads and lifts transporting to site spreading grading to required slope and compacted in 200mm (two hundred millimetre) thickness with three wheel roller 80-100 (eighty to one hundred) KN static weight roller to meet the requirements of table 300.1 and 300.2 as per MORD technical specification section 300, 1600 and as per the entire satisfactions and directions of Engineer-in-Charge, including carriage of material with in all leads, lifts and other incidentials. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Earth work in excavation in foundation for all types of road structure such as retaining walls, breast walls, culverts, drains and parapets and other similar structures in all kinds of classification of soil including saturated comprising of ordinary mix soil, ordinary rock, hard rock, chiselling/wedging out rocks( where blasting in prohibited ) complete in accordance with the line and dimensions shown in the drawing including setting out construction of shoring , bracing removal of stumps and other deleterious materials and disposal of excavated materials upto any lead and lift including dressing of sides bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shoring, 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 complete as per drawing and MORD technical specification section 300 and 1600 as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, \Royalty, Malkana, toll tax,GST or other taxes imposed by the Governement.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40 mm (forty millimetre) nominal size) on ground or under water in Retaining wall/breast wall and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub-soil water) including removal of slush which may arise at time of laying concrete for all heights/ depths and any quantum of water including cost of form work and curing complete for 14 ( Fourteen) days and as per drawings and M.O.R.D. technical specification section 800,900,1200 and 1600 as per the entire satisfation and 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 any other taxes imposed by the Government.

Back filling with granular material behind abutment Retaining wall/breast wall, wing wall and the like complete as per drawings and M.O.R.D. technical specification section 1200 and 1600 as directed by the 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 any other taxes imposed by the Government.

Providing 100mm (one hundred millimetre) diametre PVC pipe Weep Holes in brick masonry/stone masonary/plain/reinforced concrete abutments, wing wall/return wall, retaining walls and breast walls etcetera extending through the full width of the structures with slope of IV:20H (One vertical : twenty Horizontal) towards draining face complete as per drawing and M.O.R.D. technical specification section 700 , 1200 and as per the directions and entire satisfations of Engineer-in- Charge, including carriage of materials with in all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in sub-structure Grade M-15 (M-Fifteen) nominal mix 1:2.5:5 (one cement isto two and half sand isto five graded crushed stone aggregate (40mm) forty millimetres nominal size) including pumping or bailing out water/dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying concrete, for all heights/depths and any quantam of water in Toe wall and parapets etcetera including cost of form work and curing complete as per M.O.R.D. technical specification section 800,900 and 1200 and as per the direction and the entire satisfation 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 any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete gade M-20 (M-Twenty) design mix with cement contents not less than 330 Kg (Three Hundred Thirty Kilogram) per cubic metre with 40mm (Forty millimetre) nominal size graded crushed stone aggregate as per drawing and MORD technical specification section 800, 900 and 1200 including the cost of form work and curing complete including carriage of material within all leads, lifts and other incidental and as per the entire satisfaction and directions of Engineer-in-charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete in substructure grade M-20 (M-Twenty) design mix with cement contents not less than 330 Kg (Three Hundred Thirty Kilogram) per cubic metre with 40mm (Forty millimetre) nominal size graded crushed stone aggregate in abutments etcetra as per drawing and MORD technical specification section 800, 900 and 1200 including the cost of form work and curing complete including carriage of material within all leads, lifts and other incidental and as per the entire satisfaction and directions of Engineer-in-charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying mechnically mixed and vibrated reinforced cement concrete , Grade M-20 ( M-Twenty) in substructure designed mix with cement contents not less then 350 Kgs ( Three Hundred Fifty Kilograms ) per cubic meter with 20mm ( Twenty millimeter) nominal size graded crushed stone aggregate in Bed Block , dirt wall and the like etcetra for all height/depths, including cost of form work and curing complete but excluding the cost of reinforcement for reinforced work as per drawing and MORD technical specification section 800, 900 and 1200 and as per the direction and the entire satisfaction 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 any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in super structure M-25 Grade (M-Twenty five ) designed mix with minimum cement contents not less than 400 kgs (four hundred kilograms) per cubic metre with 20mm (Twenty millimetre) nominal size graded crushed stone aggregate in Deck slab, wheel guard and the like upto all heights, including cost of form work and curing complete but excluding the cost of reinforcement for Reinforced concrete work as per drawings and M.O.R.D. technical specification section 800,900,1400 complete and as per the direction and the entire satisfation 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 any other taxes imposed by the Government.

Providing and laying mechnically mixed and vibrated reinforced cement concrete Grade M-30 ( M-Thirty ) designed mix with minimum cement concrete not less than 430 Kgs. ( Four Hundred Thirty Kilograms) per cubic meter with 20mm ( Twenty millimeter) nominal size graded crushed stone aggregate in wearing coat including cost of reinforcement for reinforced work, form work and curing complete as per drawing and MORD technical specification section 800,900,1000 and 1400 as per the direction and the entire satisfaction 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 any other taxes imposed by the Government.

Supplying, fitting and placing HYSD bar reinforcement in Super structure complete including cutting, Bending, binding and placing in position complete in all respect including cost of binding wire as per drawing and MORD technical specification section 1000 and 1400 as per the directions and entire satisfactions 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 any other taxes imposed by the Government.

Providing and fixing in position Reinforced cement concrete railing of M-25(M-Twenty five ) grade cast in site with 20 mm (twenty millimetre) nominal size aggregate true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 (One in five hundred) centre-to centre spacing between vertical posts not to exceed 2000mm (Two thousand millimeter) leaving adequate space between vertical post for expansion including the cost of reinforcement for reinforced work and form work as per drawing and MORD technical specification section 800, 900, 1000 and 1200 and as per the 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, GST or other taxes imposed by the Government.

Providing and fixing drainage spouts complete with 100mm (one hundred millimetre) dia. Galvanized mild steel down pipe corrosion resistant structural steel grating complete as per drawings and M.O.R.D. technical specification section 1400 and as per the direction and the entire satisfation 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 any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in craddle bedding Grade M-15 (M-Fifteen) for hume pipe nominal mix 1:2.5:5 (one cement isto two and half sand isto five graded crushed stone aggregate (40mm) Forty millimetres nominal size) on ground or underwater including pumping or bailing out water/dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying concrete, for all heights/depths including cost of form work and curing complete as per M.O.R.D. technical specification section 800,900 and 1100 and as per the direction and the entire satisfation 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 any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) in open foundation nominal mix 1:3:6 (one cement isto three sand isto Six graded crushed stone aggregate) 40mm (forty millimetres) nominal size for all types of structure and the like etcetera complete on ground or underwater including pumping or bailing out water , dewatering (surface/ Sub-soil water) including removal of the slush which may arise at time of laying concrete for all heights/depths and any quantum of water, including cost of form work and curing complete for 14 (fourteen) days and as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 and as per the entire satisfation and 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 any other taxes imposed by the Government.

Providing and laying ( to level or slope) 900mm dia (Nine hundred millimetre ) diametre reinforced cement concrete heavy duly non pressure pipes IS Class NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 : 2 ( One cement isto two sand) but excluding the cost of excavation, protection works, back filling, pipe bedding 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 within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Construction of Granular sub-base 150mm ( One hundred Fifty milimeter ) compacted thickness by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface mixing by mix in place method with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (eighty to one hundred) KN static Roller to achieve the desired density, complete as per MORD techniocal specifications section 400 for grading-1 material and as per the direction and entire satisfaction of Engineer-in -Charge including carriage of material within all leads, lifts and other incidentals .The rate includes Octroi, Royality, Malkana, toll tax , GST or other taxes imposed by the Government.

Providing, laying, spreading by mechanically means and compacting 75mm (seventy five millimetre) compacted thickness stone aggregates of Grading-III, 53mm- 22.4mm (fifty three millimetre to twenty two point four millimetre) size to water bound Macadam specification including spreading in uniform thickness, using template, hand packing, motor grader, rolling with three wheeled 80-100 (eighty to hundred) K.N. static weight in stages to proper grade and camber including applying and brooming stone screening Type-B of size 11.2mm (eleven point two millimetre) nominal size at the rate of 0.18 cum (zero point one eight cubic metre) per 10 sqm (ten square metre) to fill up the interstices of course aggregate, watering and compacting to the required density as per MORD technical specification section 400 and as per the entire satisfation and direction 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 any other taxes imposed by the Government.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other equivalent type as per Clause 1501 using M 30 (thirty) Grade, design mix concrete having coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetres), mixed in a concrete mixer of not less than 0.2 (zero point two) cubic metre capacity and appropriate weigh batcher using approved design mix, laid in approved fixed side form work (steel channel) laying and fixing of 125 (one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14(fourteen) days, using curing compound (where specified) and water finishing to lines and grade as per drawings and M.O.R.D. technical specification section 1500 and as per direction and the entire satisfaction 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 any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) nominal mix 1:3:6 (one cement isto three sand isto Six graded crushed stone aggregate) 20mm (twenty millimetres) nominal size on ground or under water in open foundation for all types of structure and the like etcetera complete including pumping or bailing out water , dewatering (surface/ Sub-soil water) including removal of the slush which may arise at time of laying concrete for all heights/depths and any quantum of water, including cost of form work and curing complete for 14 (fourteen) days M drain and as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 and as per the entire satisfation and 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 any other taxes imposed by the Government.

Providing and applying primer coat with bitumen emulsion SS-1 on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer with bitumen emulsion pressure distributor at the rate of 0.85 kg (zero point eight five kilogram) per square metre as per M.O.R.D. technical specification section 500 and as per the direction and the entire satisfation 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 any other taxes imposed by the Government.

Providing and applying tack coat with bitumen emulsion (RS-1) including cleaning of road surface with hydraulic brooms and spraying with emulsion pressure distributor at the rate of 0.275 kg (zero point two seven five kilogram) per square metre on the prepared granular surface treated with primer complete as per M.O.R.D. technical specification section 500 and as per entire satisfation and direction 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 any other taxes imposed by the Government.

Providing and laying 30mm (thirty millimetre) compacted thickness bituminious concrete with Minimum 100-120 (one hundred to one hundred twenty ) TPH hot mix batch type plant with electronic control Grading-II using crushed aggregates 13.2mm ( Thirteen Point Two Milimeter) Nominal size of specified grading premixed with bituminious binder VG-30 ( Viscosity Grade -Thirty) at the rate of 5.40 to 5.60 ( five point four Zero to five point six Zero) Percent of mixed weight and using cement as filler with quantity not ltess than 2% (two percent) by weight of total ggregate or a sper design mix transported to site laid with censor paver finisher hydraulic with censor control to the required grade, level and alignment over a Previoulsy prepared surface and rolling complete with smooth three wheeled, roller 8-10 ( eight to Ten) tonne capacity for initial break down rolling and vibratory roller 8-10 ( Eight to Ten ) tonne Capacity or pneumatic tyre roller of 12-15 ( Twelve to Fifteen Tonne) with tyre pressure of atleast 0.56 MPa ( Zero Point five six ) for intermediate rolling and finish rolling with 6-8 ( Six to eight) Tonne smooth wheeled tandom roller to achieve the desired compaction as per MORTH technical specification Section 500 complete in all respect as per entire satisfaction and direction of Enginer-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 erecring a "W" metal beam crash barrier comprising of 3 mm (three milimetre) thick corrugated sheet metal beam rail 70 (Seventy) centimeter, above road/ground level and to be fixed on ISMC series channel vertical post 150x75x5 mm (One hundred fifty into seventy five into five milimeter) to be spaced 2 mtr (two) meter centre to centre 1.80 mtr (one point eight zero) meter high & 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, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm (One hundred fifty into seventy five into five milimeter) and 330 mm (three hundred thirty) milimeters long complete as per MORTH (Ministry of Road Transport & Highway) specifications section 800 including all fitings required for erection at road site and as per the direction of the Engineer-in-charge including carriage of materials within all leads lifts and other incidental. The rate is including octroi, royality, Malkana, Tol tax, GST or other taex imposed by the Government.

M/s Satish Kumar Sharma

Ms R.K. Mahajan

V S SAINI

M V D Cementation and Construction Pvt. Ltd.

Arya Construction Company