Construction of 1.2 KM road from Padma Railway Station to Saraiyapar river Via Garukurha in Village- Padma, Block- Padma, District- Hazaribag

Excavatin in road wayin soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area widtha lead upto 1000m includding trimming bottom and side slops in accordance with requirements of lines grades and cross sections(3.03 Rcd)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. With Grading-IlI Material (4.1.B(iii) RCD

constructon of un rain forced , dowel jointed,plane cement concrete pavement over aprepared sub base with approved grade cement @400kg per Cum coarse and fine aggrtigate conforming to IS383 , maximaum size of coparse aggregate not exceeding 25mm , mix in batching and mixing plant as per approved mix design transported to site , layed with affixed form or slip form paver, spread , compacted and finished in acontinious operations including provision ofcontractin expaction,const. and longitudinal join , joint filler , sepratin membane, sealent primer, joint sealent, debonding strip , dowel bar , tie rod , admixtures approved curing compound, finishing to lines and grades as per drawing (6.02 RCD)

Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from cutting rrom foundation and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) (5.1.7 BCD)

Derectin and place identification signs wihh size more than 0.9 sqmsize board .(providing and erecting direction and place identification retro-reflectrorise sign as per ARC:67 made of high intensity gradevsitting wide clause 8011.3, fixed over aluminium sitting ,2mm thick or aluminium composite maerials sheet with over all thickness of 4 mm with area exceeding 0.9sqm fixed over back support frame of minimum 40x40x4mm angle mounted on two noes of mild steel circular pipes 65 NB,3.2mm thickness and 4.5m meter toatal height firmly fixed toground by means ofpropprly designed foundation with M25 grade concrete 45cm x45cm x60cm, 60 cm below Grounund level as per approved drawing) (8.06 RCD)

Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal ofexcavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches,removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.(5.1.1 BCD)

Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering inlayers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) (5.1.10BCD)

Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.(5.6.3 BCD)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (5.3.1.2BCD)

Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.(5.2.28)