Construction Of 3x18 R.C.C. Small Bridge On Nala at Doamayi Pakki Road to Jokhwa Bazar Link Road yaer 2024-25 in District shrawasti

Amount

Providing, laying and spreading cement treated granular sub-base on a prepared sub grade, Ordinary Portland Cement @ 2% by weight to the spread material manually, mixing in place with Road Star Rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

Providing, laying and spreading Cement WMM Grade III on a prepared base, Ordinary Portland Cement @ 4% by weight to the spread material manually, mixing in place with Road Star Rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base/ sub base.

Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing, laying and rolling of open - graded premix carpet of 20mm 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 C.

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

Earth work in embankment in ordinary soil, machenically compacted excavation to be done in form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes also including 1.5m lift and 30m lead.

Brick soling with straight over burnt bricks (M-275) laid on edge and dry labour only including preparation of sub-grade to prescribed camber filling joints with local earth spreading binding coat 1 cm. 3/8" depth of 'local earth over the entire surface .

Providing & laying of filter media underneath pitching of slope with including supply of all material labour T&P etc. MORD S.No. 14.6

P/L of 25-60 Kg stone boulder pitching on slope of approach including cost of material labour T&P etc complete. MORD S.No. 14.5

Providing, laying and spreading cement treated granular sub-base on a prepared sub grade, Ordinary Portland Cement @ 2% by weight to the spread material manually, mixing in place with Road Star Rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

Providing, laying and spreading Cement WMM Grade III on a prepared base, Ordinary Portland Cement @ 4% by weight to the spread material manually, mixing in place with Road Star Rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base/ sub base.

Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing, laying and rolling of open - graded premix carpet of 20mm 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 C.

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

Earth work in embankment in ordinary soil, machenically compacted to 95% procter density excavation to be done in form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surf

Earth Work in excavation for structure including disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material etc. complete as per Technical Specification. MORD S. No.11.1

P/L Cement concrete in 1:4 :8 with cement, fine sand and 40mm gauge Brick ballast below parapet of cuvert including cost of all labour materias, and T&P etc. required for proper completion of the work.

Providing & laying of filter media underneath pitching of slope with including supply of all material labour T&P etc. MORD S.No. 14.6

Supply & Laying of 900mm dia NP-3HP including loading unloading cartage and all taxes etc complete.

Brick work with 150 class brick and 1:3 cement and coarse sand in foundation and plinth including cost of all labour materias, and T&P etc. required for proper completion of the work.

Pointing with cement mortar 1:3 on Brick work in cement mortar i/c etc. complete as per Technical Specification

Providing and contructing Temporary Island 16.00 m dia. For construction of well foundation of 8.00 m dia. Assuming depth of water 1.00 m and height of island to be 1.25 m.

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-25 grade, in well foundation in well curb complete as per drawing and technical specification

Plain/Reinforced cement concrete M-25 grade, in well foundation in well Steining complete as per drawing and technical specification

Plain/Reinforced cement concrete M-25 grade, in well foundation in well Steining complete as per drawing and technical specification

Plain/Reinforced cement concrete M-25 grade, in well foundation plugging the bottam of well complete as per drawing and technical specification

Plain/Reinforced cement concrete M-15 grade, in well foundation in itermediate plugging of well complete as per drawing and technical specification

Plain/Reinforced cement concrete M-35 grade, in well foundation in well cap of well complete as per drawing and technical specification

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, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 0 to 3.00 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, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 3.00 to 10

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, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 10 to 20

Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

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

Plain/Reinforced cement concrete 30 grade, in sub-structure complete as per drawing and technical specification

Plain/Reinforced cement concrete 30 grade, in sub-structure complete as per drawing and technical specification

Plain/Reinforced cement concrete 30 grade, in sub-structure complete as per drawing and technical specification

Plain/Reinforced cement concrete 30 grade, in sub-structure complete as per drawing and technical specification

Plain/Reinforced cement concrete 30 grade, in sub-structure complete as per drawing and technical specification

Plain/Reinforced cement concrete 30 grade, in sub-structure complete as per drawing and technical specification

Supplying, fitting and placing un-coated HYSD bar reinforcement complete in sub-structure as per drawing and technical specification

Suppling, fiting and fixing in position true line and level elastomeric bearing complete as per drawing and technical specification

Furnishing and placing Reinforced cement concrete 40 grade in super structure complete as per drawing and technical specification

Furnishing and placing Reinforced cement concrete 40 grade in super structure complete as per drawing and technical specification

PCC M-15 grade levelling course below approch slab complete as per drawing and technical specification

Reinforced cement concrete M-30 grade in approch slab complete as per drawing and technical specification

Furnishing and placing cement concrete M-30 grade in wearing coat complete as per drawing and technical specification

Provision of R.C.C. crash barrier at the edge of the road approch to bridge super structure and median with M-40 grade C.C. with HYSD reinforcement and dowel bar as per dimension in approved drawing .

Supplying, fitting and placing un-coated HYSD bar reinforcement complete in sub-structure as per drawing and technical specification

Drainage Spouts complete as per drawing and Technical specification

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface and applying paint @ 1 ltr. For 2 sqm

M/S MITHILESH KUMAR SHUKLA CONTRACTOR (BID ID -4883184)

JAGDISH PRASAD SHUKLA (BID ID -4882201)

Tej Pratap Singh (BID ID -4876224)

M/s Vishal Construction (BID ID -4877289)