Construction of 7 no Bridge at RD 47.645, 84.80/ 84.35, 87.55/ 88.95, 102.20/ 103.785, 105.960/ 107.050, 108.20/ 109.00 and 110.300/ 111.00 under Bateshwar Asthan Ganga Pump Canal Scheme.

Amount

Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to distance up to 50 m and average lift of 1.5 m including levelling, ramming the foundation trenches removing roots or shrubs etc. all complete as per specification and direction of E/I.

Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M-15 using batching plant & concrete pump.

Plain cemen concrete1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration includimg curing for 14 days)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M-20 using batching plant , transit mixture & concrete pump.

Plain/Reinforced cement concrete in sub-structre complete as per drawing and Technical specifications. Height upto 5m Rcc grade M 20 using batching plant, transit mixer & concrete pump.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC -M20 using batching plant transit mixture and concrete pump .For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m M-20

Earth work in filling in foundation trenches and back filling of structure in layers not exceeding 150 mm thick well waterd ,rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trnches and placed in a suitable profile with in a lead of 30 m and lift of 1.5 m all complete as per specification and direction of E/I.

Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.

Drainage spout as per drawing and technical specification.

Dewatering using 10 hp deisel pump.

Providing and fixing in position 25 mm thick bituminastic board (shallitex or equivalent ) as per I.S 1838-1983 in expansion or construction joints , all complete job as per specification and direction of E/I.

Construction of Embankment with approved material obtained from Borrow pits 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.

Labour for rolling and compaction the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve a minimum 95% of maximum dry density including sprinkling the required quantity of water ,and carriage of water with all leads and lifts finishing the surface with proper camber, grade superelevation includind hire charge of compaction as per specification and direction of E/I. ( mode of measurement sectional measurement of compacted earth )

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Earth work in flood embankment, canal banks as well as special repair of embankment and canal banks in grade A & B types of soil ( vide soil-A and B) in proper profile excavation by hydraulic M/C and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing the earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I. (10.1.26.1) Beyond 150 M but up to 1/2 K.M (As per TEC letter No.587.dd. 22.9.06

Labour for rolling and compaction the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve a minimum 95% of maximum dry density including sprinkling the required quantity of water , making arrangement for supply and carriage or water with all leads and lifts, finishing the surface as per plan and drawing including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction or E/I. ( Mode of measurement- sectional measurement of compacted earth).

Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.50M including the cost of formation of sub grade of canal lining, profiling,leveling, controlling of slopes and fine dressing, disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I

Providing brick flat soling work with designation 75A bricks joints filled with coarse sand free from clay contents including royalty and all taxes etc. complete job as per specification and direction of E/I.

Providing designation 75A Brick work in C.M. (1:4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction E/I.

Providing designation 75A Brick work in C.M. (1:3) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction E/I.

P.C.C M-15 Grade leveling coarse below approach slab complete as per drawing and technical specification , PCC Grade M-15 using batching plant and concrete pump .

Providing laying geotextile poly membrane filter (laying of geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment materials through the voids of the stone pitching / cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching .

Providing 10mm thick vertical joints at suitable interval joints filled with bituminous materials of approved quality including royalty and all taxes etc. all complete as per specification and direction of E/I. For canal side slope

Providing 10mm thick vertical joints at suitable interval joints filled with bituminous materials of approved quality including royalty and all taxes etc. all complete as per specification and direction of E/I. For canal bed

Providing Compacted 150mm thick sand filter of required F.M as per design on side slope and in bed of canal with coarse sand, including cost of water, ramming,levelling and dressing etc. all complete as perspecification and direction of E/I.

Providing and placing stone metal graded filter of size 20 mm to 45mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I. ( where depth of canal cutting more than 6M (20ft).

Supplying and labour charges for pitching on apron slope of bank with stone boulders duly packed (uncreated ) complete job (materials within 150m and lifts ) as per specification and direction of E/I .

Constructionn 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 front end loader at OMC , and compacting with vibratory roller to achieve the desired density , complete as per clause 401. (4.01B(iii) Rate per cum for grading -lll Material )

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(A)By Manual Means. 4.11A(i)(a) Using Screening Crushable type such as Moorum or Gravel.

Carriage of Material , Cement ( 2KM Unsurfaced + 10KM Surfaced)

Steel ( 2KM Unsurfaced + 10KM Surfaced)

Sand ( 3KM Unsurfaced + 50KM Surfaced)

Chips ( 2KM Unsurfaced + 29KM Surfaced)

Metal ( 2KM Unsurfaced + 29KM Surfaced)

Bricks ( 3KM Unsurfaced + 12KM Surfaced)

Bitumen ( 3KM Unsurfaced + 281KM Surfaced)

Boulder ( 3KM Unsurfaced + 25KM Surfaced)

Moorum/Gravel ( 3KM Unsurfaced + 25KM Surfaced)

Add gst 18%

Add labour cess 1 %

YOGDA CONSTRUCTION PRIVATE LIMITED (BID ID -669408)