Construction work of 2 x 2 RCC box culvert and approach road in place of damaged culvert at km-19 of Bansi-Itwa-Belwa road (State Highway-159) and at km-6 of Bahadurpur to Mechuki Devbharia Gaura road (ODR).

Part-A (For Approach) Earth work in cutting in embankment in ordinary soil (Loam,Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer incharge completion in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Construction of granular sub-base (Grade-I) by providing close graded material, spreading in uniform layers with 3.5 meter motor grader on prepared surface, mixing by mix in place method with 1 cum capacity front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH clause No.-401 with Design Job Mix Approved by Competent Authority complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 2 as per Technical specification clause 405 complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 3 as per Technical specification clause 405 complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per Technical Specification Clause 502 complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Providing and applying tack coat with Bitumen grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & Cleaned with Hydraulic broom as per Technical Specification Clause 503 complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm 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 80-100 KN static roller capacity finished to required level and grades to be followed by manual MORD Specificiations 508 complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Providing and laying seal coat by Manual means with Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Earthwork in patari on both side of road in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 metre in depth and earth work to be compacted in 20 cm. layers including ramming and dressing and also the surface to required levels and slopes also including 2.0 m. lift and 10m. lead as per specification and direction of E/I. Excluding royality charges complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

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 complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Part-B (For Box Culvert) Earth Work in Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per MORTH specification clause No.-301 completion in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Sand filling in plinth inculding supply of necessary quantity of sand from a distance not exeeding 8km from the site of work and including watering dressing etc. rate to include cost of all materials labour and T&P etc. completion in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Cement Concrete with 40 mm gauge Stone ballast, sand of 1.25 FM & Cement in the proportion of 6:3:1 including supply of all materials labour T&P etc. complete required for proper completion of the work With Proper Curing as per S.I. No. 280 complete in all respects Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P. complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade (M-20) as per MoRTH 13.05 (A) 1500,1700 & 2200 with curing complete in all respects Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

M-150 sub class (A) brick work in 1:4 cement and sand of 1.25 finess modulud mortar in foundation and plinth including supply of all materials labour tools and plants. Etc reuired for proper completion of work as per sor ch 6 sl no 305(B) complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Supplying, fitting and placing with govt. Approved HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications with approved test report as per MoRTH 13.06 1600 & 2200 with curing complete in all respects Excluding G.S.T but Including All Taxes, Labour Cass, Royality, Labour, Material & T&P complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Providing weep holes in reinforceed concerete abutment. Wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structure slope of 1(V)20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (including cost of materials).as per sor 12.9 complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Providing and laying Back Filling (OBB materials) behind abutment wing wall and behind retuirn wall complete as per drawing and technical specification complete in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

Earth work in embankment in ordinary soil (Loam,Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer incharge completion in all aspects or as per direction of E/I (Rates are Exclucive GST but Inclucive all other taxes).

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