Construction of PCC Road from Nimuha Main Road to Aganbari Kendra via Prdhan Tola, Village - Nimuha, Panchayat - Sachpur Sakhi under Block - Basantrai, District - Godda

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 3.18(ii)

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. 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)

Cement

Stone Chips

Stone Metal

E/W in excavation of foundation trenches in ordinary soil (vide Classification of soil item -A ) and disposal of excavated earth so obtained (50m away from the edge of the trenches ) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I

Providing and laying PCC M150 with nominal mix of (1:2:4) in various components of barrage foundation-do-do- all complete as per specification and direction of E/I 5.3.1.2

Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with racking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I 5.2.28

Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with racking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I 5.2.31

Providing 25mm thick cement plaser (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding, wherever required and its removal, royalty and all taxes etc. complete as per specification and direction of E/I 5.7.12

Laying, fitting and fixing NP2 hume pipe 600MM dia in line level and graded as well as providing approved jointing materials and joint -do-do- all complete as per specification and direction of E/I 7.6.1.5

Earthwork in filling foundation trenches or backfilling of masonry structures with suitable earth in layers -do-do- all complete as per specification and direction of E/I 5.1.8

Supplying NP2 hume pipe dia -do-do- all complete as per specification and direction of E/I Sl.No.16 (M 300) page86

Carriage of Materials Cement

Stone Chips

Boulder

NP2 hume pipe (600 mm dia)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. 3.13(i)B

Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) 16.09

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. 12.08 A CASE II

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. 12.07 (A) Square Rubble Coursed Rubble masonry (first sort)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications 5. 13.04 A Random Rubble Masonry (Coursed/uncoursed)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M15 6. 13.05 A(P)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M20 7. 13.05B(P)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M25 8. 13.05F(P)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 9. 14.04

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications 10. 5.5.5

Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications 11. 5.7.16

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. 12 13.08

Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications 13 13.09

Carriage of Materials Cement + steel

Stone Chips

Boulder

Provision of GST @ 18%

Add 1% Labour Cess