C/o Balance work of 144.00 meter Span PSC Box Girder Bridge over Majhara Khad at RD 29/750

Amount

Earth work in excavation for structure in all depth as per drawing and technical specification clause 305.1 including setting out. Construction of shoring and bracing , removal of stumps and other deleterious materials and disposal on all lead and lifts including dressing of sides and bottoms 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 damages to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiselling 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 drawing or as directed by the Engineer-in-Charge. Hauling and staking of materials useful for construction of suitable sites and safe disposal of unsuitable cut materials in specified manner treaming filling of unevenness blind age and finishing of the road to specified dimensions or as directed by the Engineer-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 remove 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 and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all case and slates including carriage of materials with in all leads lifts and other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in M-10(Ten) open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4 mm ( four milimetre) dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh ( woved diagonally) including 10 % ( Ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 kg ( Twenty five Kilograme) each as per drawing and technical Specifications Clause 1301. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

PCC M15 (Fifteen) ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specifications Clauses 800 and 1211 including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Reinforced cement concrete M - 25 grade approch slab including reinforcement and formwork complete as per drawing and technical specifications clause 800 and 1211 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Supplying, fittings and placing HYSD bar reinforcement in super structure complete as per clause 1002,1010 & 1202 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Construction of embankment with approved material obtained from borrow pits with in all lift transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 (Three hundred point one) and 300.2 with all leads lift as per Technical Specification Clause 301.5 including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Construction of granular sub base by providing well graded materials, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired density complete as per technical specification clause (i) for grading-II Materials including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 (Zero pointseven zero to one point zero) kg/sqm using mechanical means as per Technical Specification Clause 502 (Five hundred two) including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 (Zero point to twenty five to zero point to three zero) kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(Five hundred Thrre) including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Provoding and laying dense graded bitumenous macadam with 100-120 (One hudred to One hundred Twenty) TPH batch type HMP producing an average output of 75 (Seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.0 to 4.5 per cent by weight of total mix and filler, trasnporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tendam rollers to achieve the dsired compaction as per Morth specification clause No. 507 complete in all respect. including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-10 @ 5 kg per cenet of mix and filler trasporting the paver finisher with sensor controll to the required grade,level and alignment rolling to achieve the desired compaction as per Morth Specification clause No. 508 complete in all respect including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and laying hot applied theremoplastic compound 2.5 mm thick including refectorising glass beeds @ 250 gms per sign area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to be level uniformly and free from streaks and holes including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Supplying and Installation of delinators ( rod way indicators hazard makers, object markaers) 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular of 75 mm dia circular reflectorised panels at the top, buried of pressed into the ground and conforming to IRC - 79 and the drawings including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 (Sixty seven) made of encapsulated lens type reflective sheeting vide Clause 1701.2.3,(One thousand seven hundred one point two point three) fixed over aluminium sheeting, 2 (Two) mm thick with area not exceeding 0.9 (Zero point nine) sqm supported on a mild steel single angle iron post 75 x 75 x 6mm (seventy five into seventy five into six millimetre) firmly fixed to the ground by means of properly designed foundation with M-15 (Fifteen) grade cement concrete 450 x 450 x 600mm(Four hundred fifty into four hundred fifty into six hundred millimetre) 600 (Six hundred millimetre) below ground level as per approved drawing and Technical Specification Clause 1701 including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 (Sixty seven) made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm(One point five millimetre) thick supported on a mild steel angle iron post 75mm (Seventy millimetre) x 75 (Seventy five millimetre) x 6 (Six millimetre) firmly fixed to the ground by means of properly designed foundation with M15 (Fifteen) grade cement concrete 450mm (Four hundred fifty millimetre) x 450mm (Four hundred fifty millimetre)x 600 (Six hundred millimetre) , 600mm (Six hundred millimetre) below ground level as per drawings and Technical Specification Clause 801 including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

600mm (Six hundred millemetre) circular

900mm(Nine hundred millemetre) equilateral triangle

Painting on concrete surface (Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. including hauling/carriage of all labour of all labour equipment and materials to various location through all modes of transportation in all lead and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

kuldeep singh

M/S SARVJEET SINGH