Construction of Alternate Suspension Bridge (Bajrang Setu) of span 132.30 meter near old Laxman jhula bridge which was constructed in the year 1929 in CRIF (2020-21) scheme within CM Announcement no 49-2021 in the constituency of Narendranagr.

Amount

Excavation for Structures Ordinary Rock (Not Requiring Blasting) Manual Means Depth Up to 3.00 Meter.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 and backfilling with approved material.

Providing ,Boring and installing Bored cast in situ Reinforcement Cement concrete Piles of 1000mm diameter and length with Design Mix Cement Concrete of grade M35 ,using 20mm graded crushed stone aggaregate and coarse sand ,cement of approved quality,to carry a safe working load not less than specified,excluding the cost of steel reinforcement,permananet casing pipe(liner) and length of pile to be embedded inpile cap etc.complete concreting by machine batching,machine mixing,scafolding using Admixuture in approved proprtion (as per IS:9103),placing with tremie pipe,chipping of of oile top to remove laitance concrete above cut off level etc,pumping and bailing out water with all labour ,material complete by either percussion drilling using Direct Mud Circulation or Bailor and Chisel technique by tripod and mechanical Winch machine or by Hydraulic piling Rig and removal of excavated earth with all lifs and lead upto 1000m as per approved drawing ,specification and direction of Engineer-in- charge.Length of the pile for payment shall be measured upto the bottom of RCC pile cap.Payment for permanent casing pipe(liner) &reinforecent shall be paid extra.

Providing and laying in position machine batched,machine mixed and machine vibrated Design Mix Cement Concrete of grade M35 using 20 mm graded crushed stone aggaregate,cement and coarse sand of approved quality in RCC Pile Cap ,using Batching plant,transit mixer and concrete pump including shuttering ,using Admixtures in approved proprtions (as per IS:9103) ,to modify workabilty & other properties without impairing strngth and durability complete as per drawing and technical specification.

Providing and laying in position machine batched,machine mixed and machine vibrated Design Mix Cement Concrete of PCC grade M30 in foundation using 20 mm graded crushed stone aggaregate,cement and coarse sand of approved quality in open foundation of using Batching plant,transit mixer and concrete pump including shuttering ,using Admixtures in approved proprtions (as per IS:9103) ,to modify workabilty & other properties without impairing strngth and durability complete as per drawing and technical specification.

Providing and laying in position machine batched,machine mixed and machine vibrated Design Mix Cement Concrete of RCC grade M35 using 20 mm graded crushed stone aggaregate,cement and coarse sand of approved quality in foundation ,using Batching plant,transit mixer and concrete pump including shuttering ,using Admixtures in approved proprtions (as per IS:9103) ,to modify workabilty & other properties without impairing strngth and durability complete as per drawing and technical specification.

Providing and laying in position machine batched,machine mixed and machine vibrated Design Mix Cement Concrete of RCC grade M35, using 20 mm graded crushed stone aggaregate,cement and coarse sand of approved quality in sub structure ,using Batching plant,transit mixer and concrete pump including shuttering ,using Admixtures in approved proprtions (as per IS:9103) ,to modify workabilty & other properties without impairing strngth and durability complete as per drawing and technical specification.

Providing and laying in position machine batched,machine mixed and machine vibrated Design Mix Cement Concrete of RCC grade M40, using 20 mm graded crushed stone aggaregate,cement and coarse sand of approved quality in super structure (from Pile cap upto Deck level RL 371.57) ,using Batching plant,transit mixer and concrete pump including shuttering ,using Admixtures in approved proprtions (as per IS:9103) ,to modify workabilty & other properties without impairing strngth and durability complete as per drawing and technical specification.

Providing and laying in position machine batched,machine mixed and machine vibrated Design Mix Cement Concrete of RCC grade M40, using 20 mm graded crushed stone aggaregate,cement and coarse sand of approved quality in super structure (From RL level 371.57 Deck level to Top of Pylon ,RL 396.25) ,using Batching plant,transit mixer and concrete pump shuttering is not included in this item and shall be paid extra under relevent item ,using Admixtures in approved proprtions (as per IS:9103) ,to modify workabilty & other properties without impairing strngth and durability complete as per drawing and technical specification.

Supplying, fitting and placing Fusion Bonded Epoxy coated approved by BIS,IS 1786:2008 -Fe 500 HYSD bar reinforcement in foundation complete as per drawing and technical specifications .

Supplying, fitting and placing Fusion Bonded Epoxy coated approved by BIS,IS 1786:2008 -Fe 500 HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Supplying, fitting and placing Fusion Bonded Epoxy coated approved by BIS,IS 1786:2008 -Fe 500 HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.) 14-17

Modular Strip / Box Seal Joint (Providing and laying of a modular strip Box steel 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.)

Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005CUM per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing of 150 MT capacity consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer 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 MoRTH Specifications complete as per approved drawing and technical specifications.The design of the bearings shall be submitted by the manufacturers/contractor and got approved from Engineer in charge before fixing.Test report after inspection of the bearing shall be submitted and got approved before the materials are lifted from the manufacfacturer premises

POT-cum-PTFE Bearing (Free end)

POT Bearing -Fixed Type

POT-cum-PTFE Guided (L) Bearing

POT-cum-PTFE Guided (T) Bearing

Supply , Fixing , Erection and Placing in position as per the Design or as per the instruction of the Engineer-in-Charge, of Articulation Device LINK SHOE , Vmax= 7242 KN, Uplift Force 822 KN, Movement 150 mm Confirming to IRC 83 part -II, Corrosion category shall be " C4" as per EN 12944. at Both The Abutments of Bridge. The Specifications must Comply with the Design of The Bridge. Material specification, Manufacturing Acceptance Specification, Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply , Fixing , Erection and Placing in position as per the Design or as per the instruction of the Engineer-in-Charge, of WIND SHOE BEARING , Vmax= 560 KN, Movement (+/-) 150 mm at The Locations as per The Design of The Bridge. The Specifications must Comply with the Design of The Bridge. Material specification, Manufacturing Acceptance Specification, Certification marking and instalation Should be as per IRC 83 part II. Corrosion category shall be " C4" as per EN 12944. Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of GLASS FLOOR SYSTEM using MS back structure. Glass shall be 60 mm overall thicness Clear Laminated toughened glass having 5 layers of 12 mm each. over this 5 mm thick antiskid Layer of Glass on top surface. MS back structure shall be of Box pipe 150x150x6 mm size duly fixed on beam at floor level using mechanical anchors. All the visible MS shall be duly epoxy painted to desired shade. Grooves between adjacent glasses shall be filled up with weather seakant of Dow Corning or equivalant make. Additionally silicon shall be covered with SS anti‐bird piercing clip to protect the same and inclding Required Shock Absorbers as per The Design . Including Fixing and Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.The design of the GLASS FLOOR shall be submitted by the manufacturers/contractor and got approved from Engineer in charge before fixing.Test report after inspection of the GLASS FLOOR shall be submitted and got approved from the ENGINEER before the materials are lifted from the manufacfacturer premises .

Supply, fixing, Erection and Placing in Position of STAINLESS STEEL APPROCH BRIDGE RAILING with Stainless Steel support of Grade 304(composition chromium 16% to 24%,nickle 8%,molybednum 2% to 3%) up to 1.00 m height.railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of STAINLESS STEEL RAILING with Stainless Steel support of Grade 304 (composition chromium 16% to 24%,nickle 8%,molybednum 2% to 3%) over the bridge location up to 2.10 m height at both the outer Ends Of The Bridge on upstream and downstream sides. railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of STAINLESS STEEL DIVIDER RAILING at suspender locations with Stainless Steel support of Grade 304(composition chromium 16% to 24%,nickle 8%,molybednum 2% to 3%) over the bridge location up to 1.00 m height. railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of CENTER FOLDING Stainless Steel RAILING with chainlink of 8 mm dia of of 1.00 m Height of Grade 304(composition chromium 16% to 24%,nickle 8%,molybednum 2% to 3%) as per the Design . railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of SHEAR STUDS of 200 mm length and 19 mm dia with ceramic ferrule 19 dia x200 mm LAW ( Length after welding) physical property will be tensile strength= Min 450 Mpa, Yield strength Min 350 Mpa and Elongation min 15 % as per the Technical Specifications Clause no: 1904.7.6 of MORTH (Fifth Rivision'2013). As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fabrication ,assembling and Erection at site of steel bridge parts confirming to quality BR grade designation E450 BR trimmed (including copper bearing plates with percentage :0.35% to 0.50%) confirming to IS2062 ,erection /slewing/end launching of steel girders per detailed drawing and design and as per the erection/ launching scheme or as per the site condition on substructure, including ground errection of the bridge. all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall also include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. also including cost of cartage from workshop to Bridge Site with safe stacking of parts. as per the direction of Engineer-in-Charge confirming to IS 5660 or other relevent codes and specifications .( Detailed soft erection drawing and launching methodology will be prepared by the contractor and get it approved from Engineer/consultant)

Supply and fabrication of steel truss bridge (APPROACH BRIDGE) as per detailed fabrication drawing attached including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint and two coats of paints of required colour as per the direction of Engineer-in-Charge confurming to IS 5660. All T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts.Using grade of steel E-250.

Erection of Steel Truss (Girder) Bridge (APPROACH BRIDGE) as per drawing with required camber including cartage of fabricated parts from the place of stack near site as per the erection / launching scheme and as per the design and drawing . Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, equipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designeer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-in-charge 4-2 (Detailed soft erection drawing and launching methodology will be prepared by the contractor and got approved from Engineer/consultant)

Construction of 8.00 meter wide and 242.00 meter long CATWALK to facilitate the erection of Main Wire Ropes, Suspenders, Saddle, Cable Clamps, Center stay clamps, Turn Buckle and all other necessary componants and parts of the bridge required for proper completion of bridge work. As per design and drawing and direction of Engineer-in-Charge / Consultant by using 32 mm dia, 19 mm dia & 16 mm dia Fully Galvanized Spiral Strand Wire Ropes, Sal Wood Battens, 75x150, 50x50 mm Steel Wire Mesh, 19.2x19.2 mm Fibre Mesh with Proper Anchorage System, Structural Steel Tubes and Members, Temporary Structural Steel Bracket arrangements as per the design / drawing / erection and launching scheme. After satisfactory completion of all erection work as mentioned above or as per the direction of Engineer in Charge. All reusable material used for construction of 8 mtr wide and 242 meter long CATWALK,will be the property of contractor.The rate including cost of labour ,T&P,equipment,Civil workand consumable cost of arranging, dismentalling of reusable material.

Supply, fixing, Erection and Placing in Position of MAIN SADDLE (Having Weight 2.88 MT) for 66 mm dia Locked Coil Wire Rope in two layers of 4 cables each made of E-450 Grade fabricated steel and casting steel grade 2 CS 700 with Hot Dip galvanized coating. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of DEVIATOR SADDLE ( Having Weight 6.70 MT) for 66 mm dia Locked Coil Wire Rope in two layers of 4 cables each made of E-450 Grade fabricated steel and casting steel grade 2 CS 700 with Hot Dip galvanized coating. As per the Design, total weight of SADDLE is o be 6.70 MT . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of various types of HSFG BOLTS with required Numbers of nuts and washer confirming to IS:3757-1985, IS:6623-2004, IS:6649-1985 including hot dip galvanized complete as per Technical Specification Clause no: 1904.7.4, 1904.7.5 of MORTH (Fifth Revision'2013). (F10.8T or equivalent grade as per consultant direction). 10.9 Grade. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

HSFG Bolt M24 X 120 Gr-10.9S with 1 Nut Gr-10S & 2 Washers Hardened & Tempered

HSFG Bolt M24 X 90 Gr-10.9S with 1 Nut Gr-10S & 2 Washers Hardened & Tempered

HSFG Bolt M20 X 70 Gr-10.9S with 1 Nut Gr-10S & 2 Washers Hardened & Temperedd

Supply and fixing including Placing in Position of Fully Locked Galvanized Cable of 66 mm Dia. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of SPELTOR SOCKET for Fully Locked Galvanized Cable of 66 mm Dia with the help of melted zinc including Pre heating Flowering, Cleaning, Seizing, Melting zinc and filling etc. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply and fixing including Placing in Position of SPIRAL STRAND Galvanized Wire Rope of 25 mm Dia of 1/37 Construction. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of SPELTOR SOCKET for Spiral Strands Wire Rope of 25 mm Dia Having construction of 1/37 with the help of melted zinc including Pre heating Flowering, Cleaning, Seizing, Melting zinc and filling etc. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of MAIN CABLE CLAMPS (having weight 0.148 MT) for fully locked galvanized cable of 66 mm dia made with required grade of steel as per design of 20 mm thick Plates including hot dip galvanized coating, testing charges and all taxes etc complete as per drawing and as per Technical Specification Clause no: 1904 of MORTH (Fifth Revision'2013). As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of CENTER STAY CABLE CLAMP (having weight 0.429 MT) for fully locked galvanized cable of 66 mm dia made with E-450 Confirming to I.S 2062-2011 grade of steel as per design including hot dip galvanized coating, testing charges and all taxes etc complete as per drawing and as per Technical Specification Clause no: 1904 of MORTH (Fifth Revision'2013). As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of a set having 4 Nos 100 mm dia ANCHOR RODS of 4.00 meter length with one number I Rod of 180 mm Dia and 1665 mm long Complete Set as per Design and Drawing including all required nut and plates. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position a set of ONE NUMBER JAW AND JAW TURN BUCKLE with TWO NUMBER I ROD OF 50 MM DIA AND 513 MM LONG including Anchor Rod, Nut & Lock Nut etc. for 25 mm/29 mm dia Suspender made of E-450 grade steel, 16 mm thick plate hot dip galvanized as per drawing including all taxes etc Complete confirming to IS:2062-2006.Turn Buckle of 16 mm thick and 600 mm long with complete Machining Holing and Galvanizing. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Supply, fixing, Erection and Placing in Position of 300 mm dia Corfit DWC Pipes as per IS-16098 Part - 2 SN4 Grade for various utility services. As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Providing and laying APP(Atactic polyproplene polymer) modified prefabricated five layer,3mm thick water proofing membrane,black finished reinforced with glass fiber matt consisting of coat of bitumen primer for bitumen membrane @.4 litre/sqm by the same membrane manufactured of density at 25 degree .87-.89 kg/liter and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under joint strength in longitudinal and transverse direction at 23 degree as 350/300 n/5 cm tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150 deg.cent.cold flexibility shall be up to -2 deg cent. When tested in accordance with ASTM,D-5147.The laying of up to -2 deg.cent. When tested in accordance with ASTM,D-5157. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

Drilling of 50 mm dia hole for insertion of 25 mm dia anchors ( including installation ) in rock by sufficient drilling equipment with necessary auxillary equipments and accesiories and including all cost of equipment, labour, material and works connected with drilling for proper completion of work as per drawing and technical specifications and as per the direction of Engineer-in-Charge.

Supply and fixing of 25 mm dia (500 N / Sqm mm Tensile Strength) Rock anchors including supply of anchors and and its grouting and all cost of equipment, labour and works connected with anchoring and grouting for poper completion of the work as per drawing and technical specifications and as per the direction of Engineer-in-Charge

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm.

Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

Supply, fixing, Erection and Placing in Position of 100 mm dia G.I Pipe for making DRAINAGE SPOUT @ 5 m C/C . As per the Design . Including Supply of All Material, Labour, T&P and Specific Machinary, if Required for The Proper Completion of Work at Site Including All Cartage up to Site.All the Required Test Certificates and Investigation Report are Required to be Submitted to the Engineer-in-Charge Before Actual Execution of The Work at Site as per The Requirments of The Design Criteria.

Removing and again placing in position of the down stream Wind Cable of Existing laxman Jhula Bridge including the De sockting of old socket and re sockting by zinc and installation and fixing, placing and erection of cable again in new structure as per design and Drawing and Direction of E/I including Anchor Rod , Socket , Socket pin, pin Plate and after Completion of the Rope installation , stressing in desired load to balance other side wind cable and Decking System of Existing Bridge with all Safety Responsbility Complete as per detail Methodology attached herewith.

Providing and Fixing of FRP Moulds Carving Shuttering, along with standard centering and shuttering system including struting and proping etc and removal of form, for the RCC work of PYLON in the shape of Shree Kedarnath Temple for super structure (from existing road level RL 368.00 to RL 391.894) with M.S bars 6mm to 10 mm dia as per requirement reinforcement and backing support with M.S angle 50X50X5 mm thick so that FRP mould can be used as Shuttering System for R.C.C work . including M.S Cuplock Scaffolding System, U-Jacks, channel, angles, M.S Plate/Plywood Plates etc to Support the FRP Mould Complete as per Detail Design and Drawing and Direction of Engineer-in-Charge .Test report after inspection of the FRP Moulds Carving Shuttering, shall be submitted and got approved before the materials are lifted from the manufacfacturer premises. After satisfactory completion of all RCC work of both the Pylon mentioned above or as per the direction of Engineer in Charge. All reusable material used for construction of FRP Moulds Carving Shuttering, ,will be the property of contractor

Centering and shuttering including strutting, propping etc. and removal of form as per item number 5-9-9 of D.S.R 2018 in all heights and level no extra will be paid in increse in height.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15.

Providing WEEP HOLES in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

HAND PACKED STONE FILLING in back of wallls including cost of all materials, royality,T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

CEMENT PLUM MASONARY with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

Finishing with EPOXY PAINT (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete on concrete surface as DSR item no 13.52.2

PULL OUT TEST ON 250% FORCE IN 100MM DIA MAIN ANCHOR BOLT MAIN BRIDGE Anchor in the presence of consultant submitting the result to supervisor/consultant including cost of all taxes, material, Labour, T&P etc required for proper completion of the work

Supply, fixing, Erection and Placing in Position of suspenders Spacers with U Bolt as shown in Drawing and as per the Requirement. including cost of all taxes, material, Labour, T&P etc required for proper completion of the work.

Copper Slag Blasting, Metalizing of steel work of girders with sprayed aluminium after surface preparation by Copper Slag blasting (As per grade SA2 1/2) , followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and three coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications. Note: Nominal Thickness of Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.including all machines with diesal, compressure, hose pipe (Painting , blasting & metalizing ) metalizing gun, painting gun, LPG, oxygen, aluminium wire IS:4026Complete as per the direction of Engineer-in-Charge.

Pulse Echo Test (PET) for integrity testing of piles with contractor's men, matenals and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge at site.

High Strain Dynamic load test as per ASTM D 4945 (Standard Test Method for high Strain Dynamic Test) of piles The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge at site.

HILLWAYS CONSTRUCTION COMPANY PVT. LTD.

M/S KAILASH HILLWAYS ENGINEERING ASSOCIATES