Widening and Strengthening of Tundla Awagarh Road Tundla Etah Road SH 31 from Ch km 1 890 to 5 00

Amount

Construction of Embankment and Earthen Shoulders. Construction of Embankment 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 Ref.M 305 ,table No. 300-2 but carted earth from a distance of 1 KM as per MoRTH Specification SI No.3.18 (305)

Excavation in Soil with Dozer with lead upto 1000 metres Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Ref.M as per MoRTH Specification SI No.3.03 ( 301)

Extra cost for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc. SOR No. 253(A)

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 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

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 with in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying Using Mechanical Paver (Plant Mix Method) SI No. 4.14 (406)

Wet Mix Macadam (Plant Mix Method) "ETA"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 with 1% OPC cement and 3.5% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned mechenical broom as per MoRTH Specification SI No.5.2 (503)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 specification clause No. 507 complete in all respects (GR-II)

Dismentalling of B.O.E soling/Inter locking tiles Including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only) SOR no. 19/New

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

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.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Sor no. 12(5.2)

Mild steel or iron work in plain work such as reinforced concrete and authorized over lapping shall be measured upto floor to level.

Supply and laying of compacted fine sand as bedding type B Under Hume Pipe

Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.

Providing and laying reinforced cement concrete pipe NP-3 1000mm for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapet clouse 1106.

Providing struck/Ruled cement pointing in 1:2 cement, coarse sand mortar ch-13 578

Supply & Laying of I shaped precast Interlocking (old) tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (excluding cost of interlocking tiles)

PART-B MAINTENANCE WORK Maintenance work for second year

Maintenance work for third year

Maintenance work for fourth year

Maintenance work for fifth year

HARIBHAN SINGH CONTRACTOR (BID ID -4887612)

SJI INFRABUILD PRIVATE LIMITED (BID ID -4888850)

A P M CONSTRUCTION (BID ID -4886966)

SHRI KRISHNA INFRA DESIGN PVT LTD (BID ID -4886846)