Construction of Bridge Over River Sai Main Approach Road Additional Approach Road and Protection Work at Sai River Dahilamaughat on Dahilamau Baracha Marg In Distt Pratapgarh Uttar Pradesh on SBD Mode

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 6.00m dia. Well. Depth of water 1.0 m and height of island 1.5 m.-Morth Specifation 1200 S.No 12.9B

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 6.00m dia. Well. Depth of water 4.0 m and height of island 4.5 m.-Morth Specifation 1200 S.No 12.9B

Providing and laying cutting edge of mild steel for well foundation complete as per drawing & technical specifications - Morth Specifation 1200&1900 S.No 12.10

Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications Morth Specifation 1500,1700 & 1200 S.No. 12.11 A. Well Curb

Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications Morth Specifation 1500,1700 & 1200 S.No. 12.11 B. Well Stening

Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications Morth Specifation 1500,1700 & 1200 S.No. 12.11 C. False Stening

Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications Morth Specifation 1500,1700 & 1200 S.No. 12.11 D. Bottom Plug

Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications Morth Specifation 1500,1700 & 1200 S.No. 12.11 E. Inter Plug

Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications Morth Specifation 1500,1700 & 1200 S.No. 12.11 F. Well Cap

Supplaying, fiting and placing uncoted HYSD bar reinforcement in foundation complete as per drawing & technical specifications -Morth Specifation 1600 S.No 12.4

Sinking of 6.00m external diameter well through all typs of streta commonly sandy, clayey soil and rock as shown against each case complete as per drawing and & technical specifications depth of sinking is reckoned from bed level - Morth Specifation 1200 S.No 12.12B a. 0-3m

b. Clayey Streta 3.00m to 10.00m

c. Clayey Streta 10.00m to 20.00m

d. Clayey Streta 20.00m to 30.00m

e. Clayey Streta 30.00m to 40.00m

Sand Filling in Wells complete as per Drawing and Technical Specifications.Morth Specifation 1207 S.No 12.21

Temporary Steel pile Bridge 1st Season

Temporary Steel pile Bridge 2nd Season

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications -Morth Specifation 1500, 1700 & 2200 S.No 13.5 Pier (R.C.C. Grade M-35) Height upto 5.00m

Pier (R.C.C. Grade M-35) Height 5.00m to 10.00m

Abutment Column (R.C.C. Grade M-30) Height upto 5.00m

Pier Cap (R.C.C. Grade M-35)

Top Beam (R.C.C. Grade M-35)

Bearing Pedestal (R.C.C. Grade M-35)

Seismic Arrestor (R.C.C. Grade M-35)

Back Wall & W/ Wall (R.C.C. Grade M-35)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications - 1600 & 2200

Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomeric confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomeric elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications complete as per drawing and approved Technical Specifications. 2000 & 2200

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Morth Specifation 1500, 1600 & 1700 S.No 14.1 a. Main Beam in PSC M-40 Grade

b. Deck Slab in M-40 Grade

c. X-Beam in M-45 Grade

d. Crash Barrier in M-45 Grade

d. Footpath for Pedistrain

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications Morth Specifation 1600 S.No 14.2

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications-Morth Specifation 1800 S.No 14.3

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications- Morth Specifation 2702 S.No 14.4

Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. crash barrier pipe painting

Drainage Spouts complete as per drawing and Technical specification Morth Specifation 2705 S.No 14.9

PCC M15 Grade in leveling course below approach slab complete as per drawing and Technical specification Morth Specifation 2700 S.No 14.10

RCC M-30 Grade in approach slab including reinforcement and formwork complete as per drawing and Technical specification Morth Specifation 1500,1600, 1700 & 2704 S.No 14.11

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. -Morth Specifation 800 S.No 14.16

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. Morth Specifation 2607 S.No 14.21

Main Approach Road Construction of Embankment with Material obtained from Borrowpits: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table Morth Specifation 305 S.No 3.16

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clauseMorth Specifation 401 S.No 4.1

Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam G-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 2 as per MORTH Specification.

Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as per MORTH Specification.

Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (MoRT&H Standard Data Book Item No. 5.1)

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MoRT&H Standard Data Book Item No. 5.2)

Providing and laying open graded premix carpet of 20 mm thick on prepared surface in a single course as composed of specified size of stone aggregate premix with a bituminous to serve as wearing coarse on previously prepared base including mixing laying As per MORTH specification no 511

Providing and applying of premix Type B seal coat with HMP / Mixall using crushed stone chipping 2.36size and penetration bitumen of suitable grade .As per MORTH specification no 513

Brick Soling

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Morth Specifation 803 S.No 8.13

Providing and fixing Sign Board

Providing K.C. Drain on Both Side

Providing Chute Drain @ 25.00 m interval (Average Length 10.018 m)

Metal Beam Crash Barrier

Add. Approach Road Construction of Embankment with Material obtained from Borrowpits: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table Morth Specifation 305 S.No 3.16

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clauseMorth Specifation 401 S.No 4.1

Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam G-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 2 as per MORTH Specification.

Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as per MORTH Specification.

Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (MoRT&H Standard Data Book Item No. 5.1)

Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MoRT&H Standard Data Book Item No. 5.2)

Providing and laying open graded premix carpet of 20 mm thick on prepared surface in a single course as composed of specified size of stone aggregate premix with a bituminous to serve as wearing coarse on previously prepared base including mixing laying As per MORTH specification no 511

Providing and applying of premix Type B seal coat with HMP / Mixall using crushed stone chipping 2.36size and penetration bitumen of suitable grade .As per MORTH specification no 513

Brick on Edge

Providing and fixing Sign Board

Protection Work Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation . Morth Specifation 305 S.No 3.16

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Morth Specifation 2504 S.No 15.5

Providing and laying stone boulder pitching on appron and toe laid over dry bed including boulder as per drawing and Technical specifications Morth Specifation 2504 S.No 15.4A

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification Morth Specifation 2504 S.No 15.1