CONSTRUCTION OF MINOR BRIDGE OF SPAN 3X15MTR IN PLACE OF CAUSE WAY AT KM-6 OF BANDA BAHRAICH ROAD TO CHAHITARA PACHULLA ROAD.

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4

Construction of Subgrade with Stablization of Soil with 2% slaked lime Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% staked lime including its mixing with rotabator complete.

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

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC and 4% cement (OPC) in mechanical mixer (pug mill)-carriage of mixed material by tipper to site, laying in uniform layer in sub base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achive the desire density including lighting, barricading and maintenance of diversion etc as per Table 400.11 & 400.12 and Technical Specification Clause 405 in two layers of 70mm each.

Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 to 0.45 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 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 . Technical sepecification Claues 508

Providing and laying seal coat by manual means with VG-10 grade Bitumen 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 Subgrade with Stablization of Soil with 2% slaked lime Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% staked lime including its mixing with rotabator complete.

Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255)

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

Providing and laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B)

12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. As per SI. No.-584

Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:2:4 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Dismantilling Stone Masonary like culverts, bridges, retaining walls and other structure comprising of masonary, cement concreet wood work, steel work, including T&P and scaffodling wherever necsssary, sorting the dismanlled material, disposal of unservicable material and stacking the servicable material with all lifts and lead of 1000m as per Technical Specification Clause 202.1 (B)

Dismantilling Brick/Tile work like culverts, bridges, retaining walls and other structure comprising of masonary, cement concreet wood work, steel work, including T&P and scaffodling wherever necsssary, sorting the dismanlled material, disposal of unservicable material and stacking the servicable material with all lifts and lead of 1000m as per Technical Specification Clause 202.1 (B)

Removing all types of Hume Pipes and stacking within a lead of 1000m including Earthwork and Dismantlling of Masonary work as per Technical Specification Clause 202.1

Providing and laying cutting Edge of Mild steel weighing 40kg per metre for Well foundation complete as per drawing and technical specfication As per T,S. Clause 12.10 (1200 & 1900)

Providing sleeve nut of approved design and length in well steining bar including thraeding of bar and nuts and their fixing complete as directed by Engineer in charge

Plain/Reinforced cement concrete M-30 grade in well foundation in well curb complete as per drawing and technical specification As per T.S Clause 12.11A (iii) Case II

Plain/Reinforced cement concrete M-30 grade in well foundation in well Steining complete as per drawing and technical specification As per T.S Clause 12.11 B(VII) Case II

Plain cement concrete M-25 grade in well foundation in Bottom Plug complete as per drawing and technical specification As per T.S Clause 12.11 C (ii) Case II

Plain/Reinforced Cement Concrete M-15 in well Foundation in Top plug & Levelling coarse below Abutment and Pier Well cap complete as per Drawing and Technical Specifications No-1500, 1700 & 2100 (12.11) (i) E Case II

Plain/Reinforced cement concrete M-35 grade in well foundation in Well Cap complete as per drawing and technical specification As per T.S Clause 12.11 F(iv) Case II

Sand filling in wells complete as per Drawing and technical specifications 12.03 (304)

Sinking of 6.0 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.As per T.S Clause 12.12 A (i) Section 1200 (0.00 to 3.00 mtr) (Sandy & Clayey)

Sinking of 6.0 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 be level.As per T.S Clause 12.12 A (ii) Section 1200 (3.00 to 10.00 mtr) (Sandy & Clayey)

Sinking of 6.0 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.As per T.S Clause 12.12 A (iii) Section 1200 (10.00 to 20.00 mtr) (Sandy & Clayey)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per T.S Clause 12.42 Section 1600

Reinforced cement concrete grade M-35 in (pier & abutment frame) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification Clause 13.05 H (p) section1500, 1700 & 2100 (Height up to 5.00Mtr)

Reinforced cement concrete grade M-35 in (pier & abutment frame) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification 13.5 H (q). 1500, 1700 & 2100 (Height up to 5.00 to 10.00 )Mtr)

Reinforced cement concrete grade M-35 in (pier & abutment frame) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification 13.5 H (r). 1500, 1700 & 2100 (Height up to 10.00 to 20.00 )Mtr)

Supply fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & technical specification no. 1600 including bending binding and cost of binding wire etc. complete. As Per T.S.Clause 13.06 section1600 & 2200

Furnishing and Placing Reinforced/ Prestressed cement concrete M-40 in super-structure in Girder Beam, Cross Beam, Deck Slab & Crass Bariier as per drawing and Technical Specification As per TS Clause 14.01 (ii) (r) E (1500, 1700 & 2100 (12.8(I))

PCC M-15 Grade levelling course below approach slab complete as per drawing and technical specification 14.10 Case (ii)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification No-14.11 (1500, 1600, 1700 & 2704) ( M 30 Grade )

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications No-14.04 (2702)

Modular Strip / Box Seal Joint Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, 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 morth specification 2600 sr no 14.21

Modular Strip / Box Seal Joint Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, 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 Morth specification 2600 sr. no. 14.22

Drainage Spouts complete as per drawing and Technical specification No-14.09 (2705)

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications No-14.2 (1600)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structure and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to Most circular No. RW/NH-33022/1/94-DO III dated 24 june 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

Providng 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 with White cement based Putty also As per SOR No13.47.1& 13.80

Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251)

Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification (As per Sor 12.11)

Providing and laying boulders stone pitching on embankment for protection against scour with stone boulders weighing not less than 40kg each complete as per drawings and technical specification.At Toe wall (As per Sor 14.6)

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail 70cm above road/ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m centre to centre 1.8m high 1.1m below ground/road level all steel parts and fitments to be galvainised by hot drip porcess all fitting to conform to IS : 1367 and IS : 1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm 330mm long complete as per clause 810.00

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. (5 miles) from the side of work & including watering,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.As per S.I. No.-255

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:3:6 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per SI No. 280

Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.As per S.I. No.-305

12mm thick plaster on brick work minimum thickness not less than 10mm with cement and find sand of 1.25 fineness modulus mortar 1 :4. As per S.I. 584

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