Widening and strengthening of Baberu Tindwari Sumerpur Road (SH-134) in Ch. 64.020 to 80.270 (Length 16.250 Km)

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. SI. No. 2.2 (II) B

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 1000 m

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of granular sub-base by providing well graded granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (By Mix in Place Method) Grade_I

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 carriage 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, etc complete as per technical specification (Clause 406 - 4.14)

Providing, laying, and spreading of Graded stone aggregate to stablised WMM (ETA) after mixig with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying including its stabilization with 1% Cement (OPC) and 3.5% Emulsion (SS-2) in uniform single layer on sub base/ subgrade and compaction with road roller to achieve the desire density, etc complete as per technical specification and as directed by Engineer in charge.

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 surface cleaned with mechanical broom , etc complete as per technical specification and as directed by Engineer in charge. MORT&H Clause 503

Providing and laying dense graded bituminous macadam with 120 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5 Percent 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 etc complete as per technical specification.

Providing and laying bituminous concrete grade II with 120 TPH capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 Percent of 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 specificationclause No. 507, etc complete as per technical specification and as directed by Engineer in charge.

Construction of sub grade and earthen shoulders with approved materials obtained from boorrow pits with all lifts & leads, transporting to site, spreading, grading to required slop and compacted to meet requirement of table No. 300-2 Patri

Excavation for road work in soil with hydraulic excavator of 0-90cum 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 1000m. As per MORTH specifications No.-301

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work & including watering ,dressing etc. including cost of all materials,labour and tools & plants,etc. required for proper completion of work

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book Item No. 9.2 (ii)

Class-150 brick work in 1:4 cement and Coarse sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. complete required for proper completion of the work and as per technical specification.

Providing and laying reinforced concrete pipe 900 mm dia NP3 pipe in single/double row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 etc complete as per clause 1106 and as per technical specification.

Providing and laying reinforced concrete pipe 600 mm dia NP3 pipe in single/double row for culverts on bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 etc complete as per clause 1106 and as per technical specification.

12 mm thick plaster on brick work not less than 12 mm with cement mortar in proportion 1:4 cement and coarse sand of 1.25 F.M. including cost of all materials labour, T& P etc. required for proper completion of the work as per technical specification and directed by Engineer-in-charge.

RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1.5:3 in drain, duct, culverts, lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary centering and suttering etc complete including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Mild steel or HYSD of iron in plain work such as reinforced cement concrete bought to required shape as necessary including cutting bending and tying for proper completion of the work and including supply of steel, binding wire its wastage and hooks etc complete as per technical specification and as directed by engineer in charge.

Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:2:4 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 24)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 24)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 24)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 24)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 24)

Sai Infraconstruction Pvt. Ltd. (BID ID -4832551)

SRS EXPRESS PRIVATE LIMITED (BID ID -4815161)

M/s HARI CONSTRUCTION (BID ID -4844345)