Construction of Gram Panchyat Chahlwa me Bisuhi River 3x18 Mtr Span Minnor Bridge Approach Road and Add Approach Raod

Providing & construction one span service road to reach Island location one pier to another piers. Depth of water 1.00 m

Providing & constructing temporary Island 9.00 m dia for construction of well foundation for 6.00 m dia well.

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete, M 30 Grade in Well Foundation in well curb complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in Falls Steining complete as per Drawing and Technical Specification.

Sinking of 5.0 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.0 to 3.0m

Sinking of 5.0 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.3 to 10.0m

Sinking of 5.0 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.10 to 18.0m

Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification.M-25+10%

Plain/Reinforced Cement Concrete M25 Grade , in Well Foundation in Intermediate and Top Plugging of well complete as per Drawing and Technical Specification.M15+10%

Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification.

Supplying, fitting and placing uncoted HYSD bar reinforcement in foundation complete as per drawing and technical specification.

Sand Filling in Wells complete as per Drawing and Technical Specifications.

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Pier RCC Grade M-30. Pier Concrete of M-30

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Abutment column RCC Grade M-30. Abutment Column in M-30

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Abutment Top beam RCC Grade M-30. Abutment Top Beam in M-30

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Pier Cap RCC Grade M-30. Pier Cap concrete in M-30

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Back wall / Wing wall RCC Grade M-30. Back Wall / Wing Wall in M-30

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Bearing pedestal RCC Grade M-30. Bearing Pedestal

Supplying, fitting and placing uncoated HYSD bar reinforcement in sub structure complete as per drawing and technical specification. Pier, abutment column & top beam, pier cap, Back wall / Wing wall, Bearing pedestal.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to be as per IRC 83 PART II section IX Clause 2005 of MoRTH & H specification complete as per drawing & technical specification.

Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Main beam M-30

Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. X-beam M-30

Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Deck-slab M-30

Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Approach slab M-30

Furnishing and placing cement concrete wearing coat M-30 Grade including reinforcement in super structure complete as per drawing and technical specification. C.C Wearing Coat M-35

Supplying, fitting and placing uncoted HYSD bar reinforcement in foundation complete as per drawing and technical specification. Pier, abutment column & top beam, pier cap. Main & X-beam, deck slab, approach slab, Crash barrier.

Elastomeric slab seal expension joint providing and laying of elastoric slab seal joint catering to right of skew (less than 20 Deg.) Moderately curved with maximum horizontal movement upto 50 mm complete as per drawing and standerd specification to be installed by the manufacture / supplier or their authorize representative ensuring compliance to the manufacture's instruction for installation and clause 2606 of MoRTH & H specification.

Drainage spouts complete as per drawing and technical specification.

.New type jurcy crass bairiar work.

Running of 5HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories ar site including cost of POL

Protection work-Laying of Filter of GSB on slopes and apron including all lead & lifts & including all material, labour, T&P required for proper completion of work.

Laying stone boulder of 25-60 Kg. Stone in apron with split up boulder including all material, labour, T&P etc. required for proper completion of the work

Laying stone boulder of 25-60 Kg. Stone in slope pitching with split up boulder including all material, labour, T&P etc. including carriage upto 100 m. on head load and 6 m lift required for proper completion of the work

Construction of chutes including of all material etc complete

Construction of K.C.Drain including of all material etc complete as per E/I

W Metal Beam MORTH 810 (8.23)

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5 Catage E/W

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5 Local E/W

Construction of granular sub-base (grading-1) by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Brick edging on both side of theS.O.B. brick 8 cm. (3") wide and 12 cm. (4 1/2) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour T & P sudries required for proper completion of the work as per S.O.R. 2014 S.I. No. 765

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with V.G.-10 Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen 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 seal coat of Type C as per Technical Specification Clause 508.

Providing and laying seal coat 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

Construction of Patri with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5

Construction of hume pipe culvert including supply of all material, labour T & P etc complete as per direction engineer-in-charge.1000 MM Dia

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