Widening and Strengthening Work of Prayagraj Highway (A.H.-1) from Narwal Modh to Saadh via Kanpur Connect to the Defense Node with 04 lanes (Including 5 Years maintenance cost) in Distt Kanpur Nagar under Bithoor and Maharajpur Constituency

Amount

Road Work

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Bituminous Surface)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Granular Surface)

Excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.

Construction of embankment with approved material obtained from borrowpits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet required table 300.2 (5 km Carted Earth)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads upto 8000m, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (5 km Carted Earth)

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 with vibratory roller to achieve the desired density, complete as per technical specification clause 401.

Construction of granular sub-base by (Retained Material from Dismantling of Road) 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 with vibratory roller to achieve the desired density, complete as per technical specification clause 401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieved the desired density.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Gr I (Including Cost of All Material and Bitumen VG-30)

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Gr II( (Including Cost of All Material and Bitumen VG-30))

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Gr II((Including Cost of All Material and Bitumen VG-40)

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates (Retained Material from Dismantling of Road) of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Gr I (Including Bitumen VG 30) (Without Granular Material)

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 surface cleaned with mechanical broom.

Providing and laying Bituminous Concrete. with 120 TPH HMP producing an average output of 120 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG-40) @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandom roller to achieve the desired compaction as per MoRT&H Specification clause no 509 complete in all respects.Gr. II

Providing & laying of 80 mm thick rubber moulded inter locking paver tiles incl. 30 mm thick fine sand cusion bed in proper slope & camber including all material, labour, T&P etc. required for proper completion of the work.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20

RCC Grade M25 using batching plant transit mixer & manual placing

Supplying, fitting and placing TMT steel reinforcement complete in sub-structure as per drawing and Technical Specification

Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Supply, Laying, Jointing and Fixing Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (1000mm Dia Hume Pipe)

Supply, Laying, Jointing and Fixing Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (1200mm Dia Hume Pipe)

Pointing with Cement Mortar 1:3 on brick work in substructure as per Technical Specifications of MORTH specification clause 1300 & 2200.

12 mm thick Plastering with 1 cement and 3 coarse sand mortar (1:4), including all matterial, labour, T & P complete. SI N0

Thermoplstic Paint - 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. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Repeated Bars- 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. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. (KM Stone)

Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. (Hectometer Stone)

Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. (5 Km Stone)

Supply and fixing of raised pavement marker (Cats Eye) with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280 complete as per MoRTH specification no 804 (8.35).

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.

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

Part-B (Maintainance Charges) - Including earth work, repair of painted surface, earth work on patri, culvert, road furniture etc as per direction of E/I for the period of five year from the actual completion of work. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 1st Year - Maintainance charges @ 0.00%

Part-B (Maintainance Charges) - Including earth work, repair of painted surface, earth work on patri, culvert, road furniture etc as per direction of E/I for the period of five year from the actual completion of work. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 2nd Year - Maintainance charges @ 0.25%

Part-B (Maintainance Charges) - Including earth work, repair of painted surface, earth work on patri, culvert, road furniture etc as per direction of E/I for the period of five year from the actual completion of work. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 3rd Year - Maintainance charges @ 0.50%

Part-B (Maintainance Charges) - Including earth work, repair of painted surface, earth work on patri, culvert, road furniture etc as per direction of E/I for the period of five year from the actual completion of work. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 4rth Year - Maintainance charges @ 0.75%

Part-B (Maintainance Charges) - Including earth work, repair of painted surface, earth work on patri, culvert, road furniture etc as per direction of E/I for the period of five year from the actual completion of work. The first year maintainance will be under contractor's liability within basic construction cost after then every year will be pay for maintance. Amount taken on basis of percentage of all above item no 1 to 45. 5th Year - Maintainance charges @ 1.00%

Bridge Work

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well.

Providing and constructing one span service road to reach island location from one pier location to another pier location

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter- 1200 mm for piers) As per Morth specification No. 12.25 and 1100 & 1700.

Providing Steel Liner 10 mm thick for Piles upto 10 Rm depth including Fabricating and Setting out as per Detailed Drawing. MoRT&H specification no.12.22 & 1200 & 1900.

Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. MoRT&H 12.39 and specification 1100&1700.

Cement Concrete for Reinforced Concrete M 35 in Pile Cap complete as per Drawing and Technical Specification. MoRT&H 12.38 and specification 1100, 1500 &1700.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.MoRT&H 12.40 and specification 1600.

Dismantling of Reinforced Concrete Pile head Complete as per Drawing and Technical Specification

Plain/Reinforced cement concrete RCC Grade M30 in sub-structure complete as per drawing and Technical Specifications. MoRT&H 13.5 and specification 1500, 1700 & 2200

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications. MoRT&H 13.6 and specification 1600 & 2200.

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 drawing and Technical Specifications.

Furnishing and Placing M40 Grade Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification. MoRT&H 14.1 and specification 1500 &1600 1700

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Superstructure complete as per Drawing and Technical Specifications. MoRT&H 14.2 and specification 1600.

R.C.C.Crash Barrier for bridge (Height 1100 mm) as per details given IRC - 5 (fig.-2)(Area-0.298 sqm. For 1 meter length)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Drainage Spouts complete as per drawing and Technical specification. MoRT&H 14.9 and specification 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.

Lifting, transportation, carrying to launching plateform and placing in position RCC concrete girders as per drawing and technical specifications. MoRT&H 14.13 and specification 1800 & 2300.

Raeinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification 14.11,1500,1600,1700,2704

Providing and laying filter material underneath stone boulder pitching on slopes complete as per drawings and Technical Specifications Section 2500

Providing and laying stone boulder pitching on slopes with cement mortar filled joints 1:3 complete as per drawings and Technical Specifications Section 2500

JAI SHAKTI CONSTRUCTION (BID ID -5054647)

M/S R.K.TRADERS (BID ID -5057302)

M/S ANMOL ASSOCIATES (BID ID -5070380)