Widening and strengthening work of Syahipur Pidhaura to Bijauli Ghat road in km 1 to 12

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000 m including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 3.6 (501)

Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 3.16 (305)

Scarifying existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3 ch-20 SI No- 24

Construction of Granular Sub-Base by providing coarse 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 clauses 401 including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 4.2 (401)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carries of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

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.including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per MoRTH specification 5th revision clause No. 503 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (For BC)

Providing and laying Dense Graded Bituminous Macadam (DBM) Grading-II with 100-120 HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges.

Providing and laying bituminous concrete (Grading-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with 43 grade cement (OPC) as per mix design (Not Less then M-40) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant (120cm capaacity) as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

Construction of sub-grade and earthen shoulders with approved material obtained from ROW with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 MORT&H

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.

Supply & Laying of 350mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work in Foundation and floors including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

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 required for proper completion of work including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and approved drawings. 6.1.2 SOR

Providing and Laying GSB Filling below H.P. including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. Ch-13 SI No-2 including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.Ch-5 SI No-4.1.4. including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2 including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications including all completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Maintenance Charge including @ Earth Work, repair of painted surface, (Bituminous) Earth Work on patri, Drain, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment.

Maintenance of First Year (@ 0.00% of Total Work Amount of 1 to 21)

Maintenance of Second Year (@0.25% of Total Work Amount of 1 to 21)

Maintenance of Third Year (@0.50% of Total Work Amount of 1 to 21)

Maintenance of Fourth Year (@0.75% of Total Work Amount of 1 to 21)

Maintenance of Fifth Year (@1% of Total Work Amount of 1 to 21)

SAMRIDDHI NIRMAN PVT. LTD. (BID ID -5026787)

M/s R L A Constructions (BID ID -5023003)

M/S SHREE RAM CONSTRUCTION (BID ID -5026427)

SHREE RAM STONE SUPPLIERS PRIVATE LIMITED (BID ID -5026491)