Construction of RCC Nala and PCC Road from Main Road through Masjid upto to end of Road and on Connection Road in Village - Naraini, Panchayat - Gadi under Block - Mahagama, District - Godda

E/W in exacavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50 M includind all lifts, levelling, ramming the foundation trenches, removing roots of trees,shurbs all completes as per approved design,building specification and direction of E/I. 5.1.1

Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers 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)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Providing and laying P. C. C. M150 with nominal 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level Providing and laying R.C.C. M200 with nominal 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I 5.3.9.1

Prov. Tor Steel reinforcement of 10 mm, 12mm & 16 mm. Dia bars as par approved design and drawin....do..do. (a) 10 mm (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Steel @ 105kg/cum = 28.12*105 = 2952.60Kg Part - B (B. C. D), Page:-119, & Item No-5.5.5 (a)

Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. 5.3.17.1

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 excavation of foundation trenches within a lead of 50 M 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

E/W in excavation in Foundation Trenches in ordinary soil and disposal of excavated earth as obtained to a distance upto 50 m including all lifts…..do….as per E/I 5.1.1

Granular Sub-base with Well Graded Material (Table 400.1) By MIX in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material 4.1.B(i)

Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royality all complete as per building specification and direction of E/I. 5.3.1.1

Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. (L=148m+420m=568m) 5.3.17.1

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight 14.18(iv)

Earth filling in foundation trenches and a plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth……do…….as per E/I. 5.1.7

Carriage of Materials Cement

Stone Chips

Stone Metal

Steel

Provision of GST @ 18%

Add 1% Labour Cess

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