Construction of Bridge over GABDHIA Khala Krushnapure to Saratpal College road under Saraskona GP under Saraskona Block

Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the dept.

Supplying & Filling foundation trenches , plinth & ditches with clean course river sand well watered and rammed in layers not exceeding 23 c.m. in depth with all lead and lift including cost, conveyance, loading, unloading, stacking,royalties and all taxes of sand,cost & conveyance of water, cost of all Labour,labour cess,T&P required for the work etc. complete in all respect as directed by the Engineer- in -charge.

Cement concrete M 15 levelling coarse with 40mm size C.B. Metal of approach quality as per approved drawing and direction of the enbgineering in charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specificat

M15 grade Plain Cement Concerte in Open Foundation, wall complete as per drawing and Technical specifications.

RCC M20 grade Reinforced Cement Concrete in foudnation complete as perr drawing and Technical specification

RCC M25 grade Reinforced Cement Concrete in sub-sistructure compelte as perr Drawaing and technical Specifications

RCC M25 grade Reinforced Cement Concrete in Super structure compelte as perr Drawaing and technical Specifications

HYSD/MORT & H Gechnical Specification No. 1600 Supplying fitting and placing HYDS bar reinfordement in superstrucutre complete asper drawing anfd Technical spefication

Providing and laying of filter media with stoen crushed aggregates satifying the requirements laid down in clause 2504.2.2 of MoRTH specificaitn to a thickness of not less than 600 mm with smaller

Providing & fixing in position RCC Crash barrier monilikthic with slab M-40 grade as per approved drawing and technical specificaiton as per clause 809 & 1000 of MoRT & H Speficiations for Reoard and Bridge works (5th Revision) including cost, conveyance, royality & other taxes of mnaterials, cost of labour, machineryt T & P etc. complete.

gravel backing to revetment

Rough stone dry packing on Appron and revertments with hard granite stone of above ,003 cuf m incluidng cost, conveyance royalityof all materials and labour charges etc. omplete as per the direction of Engineering-in-charge.

Providing weep holes in brick masonry/Plain Reinforced concerete abutment, wiing wall/return wall with 100 mm dia AC pipe extending through the full width of the strucutre with slope of 1V 20H towards drawing foce complete as per the drawing and techncial

Proviiding and laying cement concrete wearing coat M-30 grade including reinfordement compete as per direction of the Enginer incharge

Providing drainge spout

Providing and applying 2 coats of water based ceemnet paint to unplastered concrete surfafce after clearing the surfafce of dirt, dust oil grease afflorescence and ap[plying paing

Dismantling of existing strucutres like cluverts, bridges, retaining walls and other strucutures comprising of masonry, cement concrete wood wortk, steel work including T & P and scafloding wherever necessary sorting the dismantling matyerials disposal of unserviceable materials and stacking the serviceable materials with all leads, and lifts of 1000m as per clause no. 202 of MoRT & H specifiction and direction of the enginer in chage

Removing all tyupe of Hume pipes and stacking within a lead of 1000 metres including Earth work and Dismantling of massonry works including T & P sorting the dismantled materials, dispolsal of unservficeable amterials and stacking the serviceable materials with all lifts and lead of 1000 metres etc. complete,.

Approach Road

Clearing and grabbing road including uprootng vegetation grass bushes, shrubs, sapings and trees girth up to 300 mm removal of stumps of grees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctined, upto a lead of top organic soil and exceeding 150mm in thickness etc. complete.

Loosening leveling and Compacing original ground suppporting embankment as per Clause 305 of MoSRT & H fSpecifications for Road & Bridge works (4th Revision)

Construction of Granular sub bvase by providng gramular sub base (Grading - VI materials per the Clause 401 of MoSR & H speficications for road & bridge work (4th Revision)

Providing laying spreading and compacting grded stone aggregate to WMM spefifications as per clause 406 of Mo SRT & H Spefications for Road and Bridge works (4th visision)

Providing and spplyhing primer coat with bitumen emulsion on prepared surfafe of gramular base including cleasingf of road surface and spraying primer at the rate of 0.60 kg,/sqm. Using mechanical means

Providing and spplying tack coat with bitumen @0.30 kg per sqm as per clause 503 of MoSRT & H Spefifications for road and brodge works (4th re vision)

Prodiding and laying bituminous macadam with hot mix plant using crushed aggregates of Grading - II and VG - 30 grade of bitumen as per Clause 504 of MoSRT & H Spefifications ofr Roroad and Bridge works (4th Revision)

Providing and layuing SDBC using crushed agregates of Grading II and VG-30 grade of bitumen as per Clause 508 of MoSRT & H Specifications for road & Bridge works (4hth Revisions )

Construcition of embankment with approved materials deposted at site from road way cutting and excavation from road drain and foudnation of other structures graded and compacted to meet requirement of table 300-02 as per clasue No. 305.3.17 of MoRT & H specification for road and bridge works

PCC Toe wall 1.0m height

Earth work excavation of foudnation of structure as per drawing and trerchncial spefification, including setting out constructions of shoring and bracing, removal of stumps and other deleterious matter, dressing of side and bottom and back filling with approved materials etc complete.

Sand ffilling in foundation trennches as per drawing and technical speififications

R.C.C.M-15 Grade in foundation bed as levelling couree using 40mm to 10mm size crushed stone aggregates mixed by concrete mxer, laying in layers and compacing by vibrators and all lead and lfit asper approvedf Drawing & Techncial Specificaitons and as per section - 1700 & 2100 of M oSRT & H Spefiifcations for Aorad & Bridges works (Latest Revision)

P.C.. C. M-20 Grade in Substructure of strucure & C D woth with form work using 40mm to 10mm size crused stone aggregates mixed to concrete mixer, laying in layers and compacing by vibrator & all leads and lift as per approved drawing & Terchnical Spefification and as per section 1500, 1700 m 2160 & 2200 of MoRRT & H Spefication for road and bride work (5th rev ision including cost, conveyanvce royality and other taxes of materials c ost of labour machinery T & P etc. complete

Providing weep holes in brick massonry/plain or reinforced concere abutment with 100mm dia AC pipe