Construction of a minor bridge with 3 x 16.00 meter spans, main approach road and additional approach road on the Mangai River located between Phinihini and Belakol in Azamgarh district

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification and including cost of material, all labour, T&P etc required for proper completion of the work as per E./I. and also including all type of taxes, cess and as per Sr. No. 12.10 (Morth Specification Ref No. 1200 & 1900)

Reinforced Cement Concrete, in Well curb of M30 Grade complete as per Drawing and Technical Specification. including cost of grit, coarse sand from butwal quarry, all labour, T&P etc reqd. for proper completion of the work..and also including all type of taxes, cess and as per Sr. No. 12.11 A (iii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700)

Reinforced Cement Concrete, in Well steining of M30 Grade complete as per Drawing and Technical Specification. including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 12.11 B (vii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700)

Sinking of 5.15 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 16 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes, cess and as per Sr. No. 12.12 (Morth Specification Ref No. Section 1200) (0 to 3 mtr)

Sinking of 5.15 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 16 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes, cess and as per Sr. No. 12.12 (Morth Specification Ref No. Section 1200) (3 to 10 mtr)

Sinking of 5.15 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 16 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes, cess and as per Sr. No. 12.12 (Morth Specification Ref No. Section 1200) (10 to 18 mtr)

Plain Cement Concrete, in Bottom Plug OPC Grade M25 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 12.11 C (ii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700)

Plain Cement Concrete, in Intermediate Plug OPC Grade M20 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per, Sr. No. 12.11 D (ii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700)

Plain Cement Concrete, in Top Plug OPC Grade M20 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per, Sr. No. 12.11 E (ii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700)

Reinforced Cement Concrete, in Well cap of M30 Grade complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 12.11 F (iii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700)

Sand Filling in Wells complete including cost Sand from approved quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specifications. Sr. No. 12.21 As per Morth Specification Ref. No. 1207.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 12.42 Morth Specification Ref No. 1600.

SUB-STRUCTURE Reinforced cement concrete (with OPC 43 grade) in Abutment/Pier Cap of RCC Grade M30 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per. Sr. No. 13.05 G (Q) (Morth Specification Ref No. 1500, 1700 & 2200)

Reinforced cement concrete (with OPC 43 grade) in Abutment/Pier Shaft of RCC Grade M30 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 13.05 H (Q) (Morth Specification Ref No. 1500, 1700 & 2200)

Reinforced Cement Concrete (with OPC 43 grade) in back wall /wing wall of M30 Grade including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per. Sr. No. 13.05 G (Q) (Morth Specification Ref No. 1500, 1700 & 2200)

Reinforced Cement Concrete (with OPC 43 grade) of M30 Grade including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per. Sr. No. 13.05 G (Q) (Morth Specification Ref No. 1500, 1700 & 2200)

Supplying, fitting and placing HYSD bar reinforcement in Abutment/Pier Cap/Shaft including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 13.06 (Morth Specification Section No. 1600 & 2200)

Back Filling behind abutment wing wall and return wall complete as per drawing and technical specification (ii) Granular material - (13.9)

SUPER-STRUCTURE Furnishing and Placing Reinforced cement concrete (with OPC 43 grade) in slab /Kerb of RCC Grade M30 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 14.01 C (Morth Specification Ref No. 1500, 1600 & 1700)

Providing and laying Reinforced Cement concrete (with OPC 43 grade) in Footpath of RCC Grade M-30 including reinforcement cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 14.04 (Morth Specification Ref No. 2702)

Providing and laying Reinforced Cement concrete (with OPC 43 grade) in wearing coat of RCC Grade M-30 including reinforcement cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 14.04 (Morth Specification Ref No. 2702)

Reinforced Cement Concrete, in Bottam approach slab of M15 Grade complete as per Drawing and Technical Specification. including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes .(12.11B)

Reinforced cement concrete (with OPC 43 grade) in Approach slab of RCC Grade M30 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 13.05 G (Q) (Morth Specification Ref No. 1500, 1700 & 2200)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 14.02 (Morth Specification Ref No. 1600)

Drainage Spouts complete and also including all type of taxes, cess and as per Sr. No. 14.09 (Morth Specification Ref No. 2705)

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 as per Sr. No. 14.21 (Morth Specification Ref No. 2607)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per Sr. No. 13.16 (Morth Specification Ref No. 2000 & 2200)

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. complete, including all type of taxes, cess and as per Sr. No. 14.16 (Morth Specification Ref No. 800)

Approach & Additional Approach Road Clearing jungle including uprooting or rank vegetation grasses, bush, wood trees and sapling of girth upto 30 cm. measured at a hieght of 1 m, above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared as per SOR CH-4, Sl. No. 259

Construction of embankment with approved material obtained from borrow pits with a lift upt 1.5 m, transporting to site, spreading, grading to required slope and compacting to 95% of procter density to meet requirement of Tyable 3001. and 300.2 with a lead upto 1000 m as per MORD Technical Specification Clause 301.5

Cement Treated Sub Base (CTSB) :- Providing, laying and spreading Material on a prepared sub base, cement @ 2% by weight to the spread Material manually, mixing in place with rolavator and compacting with the road roller at OMC to achieve the desined unconfined compressive strength and to form a layer of base.

A. By Mix in Place Method Construction of granular sub-base 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 wheel smooth will roller to achieve the desired density, complete as per Clause 401.A

Cement Treated Base (CTB) :- Providing , laying and spreading Material on a prepared sub grade adding cement @4% by weight to the spread material manually, mixing in place with rolavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.

Tack Coat :- Providing and applying tack coat with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom.

20mm thick Open-Graded Premix Carpet using Bituminous :- Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 136.2 to 5.6 mm aggregates eighter using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse 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 lavel and grades to be followed by seal coat as per Technical Specification clause 508 and as per direction of Engineer in charge of work.

Seal Coat (Type-C) :- Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne KN static roller and finishing to required level and grades as per Technical Specification Clause 510 and as per direction of Engineer in charge of work.

Providing & laying Hume Pipe culvert (900 mm. Dia.)

Protection Work Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead up to 30 meter and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches as per Sl. No. 251

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Sr. No 16.05 Morth Sepecification Ref No. 2504

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Sr. No 16.01 Morth Sepecification Ref No. 2503.

Construction of Chute Drain Work

Construction of KC Drain Work

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

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