Construction of Small bridge, approach road, additional approach road and protection works of 3 x 18 meter span on Raptua Nala between village Amritakhas and Ladpur on Bisalpur Khudaganj road under R.I.D.F-29 in district Pilibhit

Amount

Earth work in excavation for foundation of structure by mechanical means as per drawings and clause 304 of MORT&H specifications (2001)

Providing and laying of cutting edge of mild steel weighing 40 kg per meter of well foundation as per drawings and clause 1200 & 1900 of MORT&H Specifications (2001) .

RCC work in M-30 in well curb with cement, aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.

RCC work in M-30 in well steining with cement aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.

Sinking of 5 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 ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level,(sandy soil) i) depth below bed level up to 3.0M

Sinking of 5 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 ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level,(sandy soil) i) depth 3.0M to 10 M

Sinking of 5 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 ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level,(clayey soil) iii) Beyond 10.00 to 20.00 M

M 25 grade plain cement concrete with 10 per cent extra cement in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in bottom plug.

M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in intermediate plug.

Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001) (Labour Rate Only)

M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in well cap.

M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers caps

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment top beams

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in back walls

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in wing walls

RCC M-35 in superstructure with cement approved coarse sand & 2cm gauge well graded grit including nece-sary shuttring placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all material labours T&P etc required for porper completion of wortk.

Supply and fixing and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications. (As per Approved Brand as per ENC letter No 14124MT/60MT/lkekU; oxZ@2023&24 fn0 07-12-2023

M 25 grade renforced cement concrete approach slab excluding reinforcement as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001)

M 15 ordinary grade plain cement concrete leveling course below approach slabs per drawings and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2001)

Drainage Spouts complete as per drawing and Technical specification( PVC pipe 100mm Dia)

Back filling behind abutment, wing wall and return wall with (Granular Sub-base) complete as per drawing and technical specifications

Supply, fitting and fixing in positions true to line and level 500 x 400 x 96 mm sixe elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001)

Providing and laying of a strip seal expansions joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation

Finishing walls with acrylic smooth exterior paint of required shade New work (Two or more coat ) applied @1.67 Litre/10 sq. m over and including base coat of water profooing cement pa8int applied @2.2 kg/ 10 sq. m as per DSR 13.46 and 13.46.1

Construction of Embankment with approved material obtained from Borrow-pits with all leads & lifts, transporting to site, spreading, grading to required slope and compacting to meet requirements etc as per MORD clause 300.1 AND 300.2 with a lead upto 2000m.as per technecal specification clause 301.5.

Construction of embankment with apporved material obtained from borrow pits with attl ifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2

Providing laying and spreading material on a prepared sub grade adding cement@2% by weight to the spread material manually mixing in place with rotavator and compacting with rhe road foller at OMC to achieve the desired unconfined compressived strength and to from a layer of sub-base. MoRTH Spec 403

Providing laying and spreading material on a prepared sub base cement @4% by ewight to rhe spread meterial manually mixing in place with rotavator and compacting with the road roller at OMC to achueve the desired unconfined compressive strength and to form a layer of base MoRTH Spec 405

Providing and laying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.35 Kg. (as per UPPWD) Per sqm on the prepared primed granular surface cleaned with mechanical broom

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 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 as per Technical Specification Clause 5.9-508

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 5.12-510.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C. Grade M 10)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203

15 mm thick plaster with Cement & coarse sand in 1:3 proportion over brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc .required for proper completion of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(PCC Grade M20)

Brick soling with straight over burnt bricks laid on edge. and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.

Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 2 C)

Struck pointing with cement mortar consisting of one part cement and 2 part of fine sand of 1.25 F.M. on brick work including supply of all material, labour and T & P etc. required for proper completionof the work. (S.I.No. 574)

Supplly, laying and fixing of 600mm dia R.C.C. Hume Pipe NP-3 with coller complete

Providing & laying filter material underneath pitching in slopes complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.15.5

Providing & laying pitching on sloples laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.15.4)