CO OF BHAWANIGANJ RATHAINA JANGALIPUR HOTE HUE MAJHWA GHAT CHOTKADEEH LINK ROAD

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Embankment work. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 m and lead up to 50 m as per Technical Specification clause 302.3 As per S.O.R. No. 251 (Without royalty) (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P)

Construction of granular sub-base by providing of approved quarry, spreading in uniform layers with motor grader on prepared surface and compacting in two layers at OMC with smooth wheel roller 8-100KN stages to achieve the desired density, complete as per Technical Specification Clause 401. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing, laying, spreading and compacting stone aggregates of 45-63mm size material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening grit to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening grit to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Brick edging on both sides of road with Class-M150 bricks laid on edge with mud mortar including supply of bricks, labour, T&P and all taxes etc. complete for proper completion of the work as per specification and direction of E/ I as per SI 765. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer @ 7.00 kg /10 sqm using mechanical means as per Technical Specification Clause 502 (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing and applying tack coat with bitumen VG-10 using bitumen distributor @ 3.00 Kg/10sqm. on the prepared bitumenious surface cleaned with hydraulic broom as per Technical Specification Clause 503. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing laying and rolling of open - graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm (crushed stone chipping 13.20mm @ 0.18 cum./10 sqm. and crushed stone chipping 11.2mm @0.09 cum/10sqm.)aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a Three wheel 8-10 KN static roller capacity finished to required lavel and grades to be followed by seal coat either type C as per technical specification clause 508 by manual means (1) Bitumen (VG-10) @ 14.60 Kg/10 sqm. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing and laying seal coat sealing the voids in a bitumenious surface laid to specified levels, grade and cross fall using Type C with 6.7 mm crushed stone chipping @ 0.09 cum/10sqm. as per Technical Specification Clause 510. Bitumen (VG-10) @ 6.50 Kg/10 sqm. as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Earth work in patri on both side of road in ordinery soil, excavation to be in the form of regular pits not exceeding 0.50 mt. in depth and earth work to be compacted in 20 cm. layers includding ramming and dressing and also the surface to required lavels and slopes also including 2.0 mt. lift and 30 mt. lead as per specification as per Technical specification complete in all aspect or as per direction of E/I. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Excavation of Foundation in ordinary soil including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the plinthincluding supply of all labour, T&P etc required for proper completion of work as per Sl No. 251 (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Concrete with 4 cm gauge brick ballast, fine sand of 1.25 fineness modulus and cement in the proportion 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc required for the proper completion of work with proper curing as per Sl. No. 275. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Class 150 brick work in 1:6 cement and fine sand of 1.25 finencess modulous mortar in foundation and plinth. Including supply of all materials labour and T&P etc. required for proper completion of work with proper curing As per Sl. No. 303 (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Class 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth. Including supply of all materials labour and T&P etc. required for proper completion of work with proper curing As per Sl. No. 305(a+b) (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Supply of NP - 3 Class 600 mm Dia RCC Hume pipe as per direction of Engineer in Charge. complete in all respects (Rate are Excluding G.S.T but Including All Taxes , Labour Cass, Royality, Labour, Material & T&P) with all aspects

Laying and jointing with Cement morter R.C.C hume pipe dia 600mm ang giving proper slope & alignment as required for proper completion of work. complete in all respects (Rate are Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P) with all aspects.

Supply of NP - 3 Class 900 mm Dia RCC Hume pipe as per direction of Engineer in Charge. complete in all respects (Rate are Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P) with all aspects.

Laying and jointing with Cement morter 1:2 R.C.C hume pipe dia 900mm ang giving proper slope & alignment as required for proper completion of work. complete in all respects (Rate are Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P) with all aspects.

Struck pointing with 1:2 cement and fine sand with proper curing As per SI. NO. 574 (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Five Year maintenance of road (undulation, pot holes/ patch repair)including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert and all road shinage etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date. including cost of material T&P labour cess, etc. Ist Year @ 0%, 2nd Year @ 0.75%

2nd Year @ 0.75%

3rd Year @ 1.50%

4th Year @ 2.25%

5th Year @ 3.00%

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