Construction of 3x18 m span minor bridge and approach work on Manwar river at Km 1 of Atal Residential School link road in Distt Gonda

Amount

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 3.00 M )

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.(3.00 to 10.00 M )

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.(10.00 to 180.00 M )

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-35

Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. X-beam M-35

Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Deck-slab M-35

Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Approach slab M-35

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.

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Construction of Embankment with approved material obtained from borrow pits with a lift and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 (Approach)

Construction of Embankment/Patri with approved material obtained from borrow pits with a lift and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 (Additional Approach)

Providing, laying and spreading material on a preapared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.

Provding, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal coat of either Type-C as per Technical Specification Clause.511

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

Laying of Filter of dry OBB of 40 mm. size 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

Providing and errecting a W metal beam crash barrier coprising of 3 mm thick corogated sheet metal beam rail, 70 cm above road /ground level fixed on IS MC series channel vertical post,150x175x75x5 mm spaced 2m c/c ,1.8m high ,1.1m below ground/road level all steel parts and fitments to be galvanised by hot deep prossess all fitting to conform to IS:1367:1364,metal beam rail to be fixed on the vertical post with a specer of channel section 150 x75x5mm ,330 mm long complete as per clause 810.

Excavation in Foundation in ordinary soil.

C.C. 1:4:8 for base concrete with cement, fine sand, brick ballast 40 mm gauge including s/o material, labour T&P etc. complete.

C.C. 1:2:4 for C/o Drain with cement,C/sand, Stone ballast 20 mm gauge including s/o material, labour T&P etc. complete.

Brick work 1:3 cement & C/ sand mortar.

12mm cement plaster with 1:3 cement, coarse sand.

M/S SRI JAN CONSTRUCTION (BID ID -5744647)

M/s Nirbhay Constructions (BID ID -5737360)

M/S KULDEEP SINGH CONTRACTOR (BID ID -5750393)

Sanskar Traders and genral order supplier (BID ID -5737372)