Construction of Jawnas to Bhausa road Km 0/0 to 9/120

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of any girth, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto any leads and lifts through any mode of tranportations including removal and disposal of top organic soil not exceeding 150 mm (One hundred fifty millimetre) in thickness as per M.O.R.D.Technical Specification Clause 201, in area of non-thorny jungle and area of thorny jungle and as directed by the Engineer-in- Charge. Including carriage of materialwithin all lead and lift and other incidential.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compactedin layers of 150 mm (one hundred fifty millimetre) to meet requirement of Tables 300.1 and 300.2 as per M.O.R.D. technical specification clause 301 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Excavation in hilly areas in all heights and depths and in all kinds of soil by all means including saturated soil comprising of ordinary soil ,ordinary rock ,soft rock ,hard rock chiseling/wedging out rock(where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the required lines, grades, width, cutting and trimming of side slopes and levels as shown on the drawings and as directed by Engineer-in-Charge at site, according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same within all leads and lifts in acquired road width of the road and transportation of un-useful materials for filling in roadways camber ,embankments for grade improvements and disposal of all surplus materials to required width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means alongwith its leveling fine dressing and hauling /carriage of machineries ,materials, tools ,equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. Recovery of stones to the tune of 219.38 cubic metre (Two Hundred Nineteen point Three Eight cubic metre) quantity at the rate of Rupees 300/- only (Rupees three hundred only) per cubic metre shall be effected from the contractor,s running bills for quantity actually executed at site on pro-rata basis for the quantity of cutting in earth work 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, including carriage of materials with in all leads and lifts. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness blind age and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.The rate is including royality, Malkana,Tol tax, sale 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, 800 & 1200 for nominal mix 1: 4: 8 (one cement: four sand : eight 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 and 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 royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia P.V.C. pipe extending through the full width of the structures with slope of I (v): 20(H) towards drainage face complete as per drawing and M.O.R.D. technical specification clauses 709 1206.6 including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4 mm (four millimetre diametre) dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10 (ten) per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg (Forty kilogram) each as per drawing and technical specifications Clause 1301. including leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Back filling with granular material behind abutments, wing walls, return walls complete as per drawing and M.O.R.D. technical specification clause 1203 and section 1604 , as per direction of Engineer-In-Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Loosening of the ground upto a level of 300 mm (Three hundred millimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per M.O.R.D.Technical Specification Clause 303 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of subgrade and earthen shoulders with approved material obtained from borow pits including transporting to site, spreading, grading to require slope and compacted to meet requirement of table 300.2 as per M.O.R.D. technical specification clause 407 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of granular sub-base by providing well graded material mixing in a mechanical mix plant and carriage of mixed material to site of work in all leads and laying in uniform layers with motor grader on prepared surface and compacting with smooth wheel 80-100 KN static roller in stages to proper grade and camber, to achieve the desired density, complete as per M.O.R.D. Technical specifications clause 401 and as per directions of Engineer-in-Charge including all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing, Laying, spreading and compacting available soil (excluding clay soils) in base course including in situ mixing 50% (fifty percent) 20 mm (twenty millimetre) down aggregate , 50% (fifty percent) stone durst and 4.00 % (four percent) of Alchemist RBI 81 (eighty one) product spreading in uniform layers with motor/ tractor grader on a prepared base including waterin g and compacting with 8 (eight) to 10 (ten) tonne vibratory power roller to achieve the desired density including all materials, labour HOM of machinary etcetra complete as per specifications and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and applying primer coat with all in one emulsion binder on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.850 Kg. (zero point Eight Five kilogram) per square metre using mechanical means as per technical specifications clause No. 502 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and applying tack coat with Bitument emulsion (RS-I) using emulsion pressure distributor at the rate 0.275 kg (zero point two seven five kilograme) per Square metre on the prepared granular surface treated with primer coat cleaned with hydraulic broom as per M.O.R.D. technical specifications section 503 and to the entire satisfaction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing laying and rolling by mechnical means of open grade premix carpet of 20mm ( twenty millimeter) compacted thickness composed of 13.2mm ( thirteen decimal two millimeter) to 5.6 mm ( five decimal six millimeter) nominal size crushed stone aggregate mixed in the ratio 2:1 (two is to one) and @ 0.27 cum (zero decimal two seven cubic metres ) mixed with bitumen VG-10 (ten) @ 14.60 kg (fourteen point sixty kilogram) per ten square meter of road surface laid to required line grade and level to serve as wearing course on a previously prepared base, including heating binder and aggregate in hot mix plant 30/40 ton capacity per hour transporting mixed material with tippers and laying with pavers finisher to the required grade to be followed by seal coat of type-B and camber and rolling with a three Wheel 80-100 KN static road roller to required level and grade as per M.O.R.D. technical specifications clause No. 506 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts by mechanical mean and other incidental complete in all respect. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying seal coat sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per M.O.R.D. technical specification clause 508 premixed with 6.8 kg ( six point eight) kilogram VG-10 (ten) bitumen 0.06 ( zero point zero six) cubic metre of fine aggregate per 10 Sqm. (Ten square metre) heated in hot mix plant and laying of mixed material and rolling with power road roller 8-10 ( eight to ten capacity) and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain / reinforced concrete with minimum nominal mix 1:2.5:5 (one cement is to two and a half sand is to five graded crushed stone aggregate 40mm (forty millimetre) 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 concrete complete for all heights / depths including the cost of form work complete to the entire satisfaction as per drawings and M.O.R.D. technical specification section 800,900 and 1200 as directed by the Engineer-in-Charge including hauling/carriage of materials to various location through all modes of transportation in all leads ,lifts and other incidentals. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain/ cement concrete in open foundation for all type of structure complete using plain cement concrete in drains nominal mix 1:3:6 (one cement is to three sand is to six crushed stone aggregate 20mm(twenty millimetre) 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 arrise at the time of laying concrete complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200.and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and fixing of typical PMGSY Citizen informatory sign board with logo as per M.O.R.D. specification and drawing . Three MS plates of 1.6 mm ( one point six millimeter) thick top and middle plate duly welded with MS flat iron 25mmx5mm ( twenty five millimeters into five millimeters) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm (twenty five millimeter into twenty five millimetre into five millimeter). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. ( Two Nos.) 75mmx75mm (seventy five millimeter into seventy five millimeters) of 12 SWG ( twelve standard wire gauge) sheet tubes posts duly embedded in cement concrete M-15 ( M fifteen) grade blocks of 450mmx450mmx600mm ( four hundred fifty millimeters into four hundred fifty millimeters into six hundred millimeters), 600mm ( six hundred millimeters) below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm ( forty seven millimeter into forty seven millimeters) of 12 SWG ( twelve standard wire gauge) steel plate tube. All MS will be stove enameled on both sides. Lettering and printing, arrows, borders etcetera will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and M.O.R.D. technical specifications section 1700 including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain / reinforced concrete with minimum nominal mix 1:2.5:5 (one cement is to two and a half sand is to five graded crushed stone aggregate 40mm (forty millimetre) 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 concrete complete for all heights / depthsin toe wall of culvert including the cost of form work complete to the entire satisfaction as per drawings and M.O.R.D. technical specification Clauses 802,804, 805, 806,807 1202 and 1204 as directed by the Engineer-in-Charge including hauling/carriage of materials to various location through all modes of transportation in all leads ,lifts and other incidentals. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and Laying reinforced cement concrete pipe 900 mm dia (Nine hundred milimetre) NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement is to two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1101 as directed by the Engineer - in - Charge including carriage of material within all leads,lifts and other incidentals. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

M/S Sahab Singh Thakur