MP17707_Indore

Amount

Road/CD work Setting out Setting out work completed with construction of reference benchmark/working benchmark (minimum 5per Km ), made of concrete M-10 of size 575x575x450mm with a base of size 900x900x100mm including white washing, marking of chainage, Levels etc.(As per drawing Annex-I) and reference pillars made of cut stone having minimun thickness 65 mm / precast concrete poles/concrete (M-10) filled AC pipes @ 100 m interval embaded in concrete base of M-10 of size 300x300x750mm on both sides of the formation width, marking on centre line setting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and marking etc. as directed by Engineer-in-Charge. The setting out work will be maintaind by the contractor till the completion of work.

Reference benchmark/working benchmark (As per drawing annex-I)

Reference piller (As per drawing annex-I)

Clearing Grass and Removal of Rubbish

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.

Girth above 300 mm to 600 mm

Girth above 600 mm to 900 mm

Girth above 900 mm to 1800 mm

Girth above 1800 mm to 2700 mm

Girth above 2700 mm to 4500 mm

Uprooting and Removing Stumps & Roots Lead upto 1000 m

Girth above 300 mm to 600 mm

Girth above 600 mm to 900 mm

Girth above 900 mm to 1800 mm

Girth above 1800 mm to 2700 mm

Girth above 2700 mm to 4500 mm

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Cement Concrete

Reinforced Cement Concrete

Dismantling Brick/Stone Masonry, stone pitching Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick/stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. B) Stone masonary

Cement Mortar

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Upto 600 mm dia Hume pipe

Above 600 mm to 900 mm dia Hume pipe

Above 900 mm dia Hume pipe

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures or from borrow area graded by motor grader and compacted by using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clauses 301.3 & 301.5 including, watering rolling etc complete.

Construction of embankment, subgrade & earthen shoulders with approved material obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, as per Technical Specification Clauses 301.3, 301.5, and 303.

Excavation, Carting i/c Removal of Soil with Disposal upto 1000 m Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge

Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using chemical additives/otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC : SP: 89 : Part II - 2018 .'"Cementitious additive@rate of minimum 4- 7% should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer/ reclaimer of working width of 2- 2.4 m width mimimum engine horse power of 440 kw with a variable Working depth up to 50 cm. The resultant stabilized mix the would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve Desired - proctor-Density as per job mix and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverizing of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base should be 3 MPa after 7-28 days for low volume roads (<2msa traffic) as per IRC SP 72-2015 and 4.5 to 7 MPa after 7-28 Days for other roads (>2msa) as per IRC 37:2018 and Curing as per IRC : SP: 89 : Part II - 2018 Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC :SP:89:2018-Part-II -2018. The train of equipments to be used are: Binder Spreader- Water Tanker truck - Additive Truck - Recycler - Pad Foot Roller (20 ton) + Single Drum Comp - Grader - Tandem Roller - Pneumatic Tyre Roller (20 ton).

With 5% Cement (4% Additive of Cement Qty)

Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm. Providing and laying of a stress absorbing membrane over a Stabilized Base, after cleaning with a mechanical broom, using Elastomeric modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.

Collection of granular material for sub base by providing well graded material having CBR >=20, spreading in uniform layers in to prepare the surface for the stabilization of road for new connectivity length Gravel/Soil-Aggregate Base (Table 400.2A) Grading C

Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 A Crushed stone materials

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricating and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Prime Coat with bitumen emulsion :- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Bituminous Concrete Providing and laying bituminous concrete with 40 to 60 TPH batch type hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, as per design mix, transporting the hot mix to work site, laying with mechanical paver finisher 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. 507 complete in all respects for Grading-I ( 13 mm nominal size ) VG-30

(A)Cement Concrete Pavement M 30 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, dowel bars 25mm dia and 500mm long @25cm c/c or as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Cement Concrete Pavement (CC M-30 without dowel bars) Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of transverse joint as per MORD 2014 Clause no. 1501.8, admixtures as approved, curing of concrete slabs for 14-days,

Filling of Contraction Joint with bitumenus sealant using bitumenus primer bitumenus sealant and Jute rope 4mm dia (i/c 5% wastage)

Cement Concrete Pavement (CC M-30 without dowel bars & without joints) Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation. Including admixtures as approved, curing of concrete slabs for 14-days, MORD 2014 Clause no. 1501.8.

Construction of Joints in Cement Concrete SlabCutting of joint in Cement Concrete slab (panelled slab) by joint cutting machine 1/4 to 1/3 depth of concrete slab as per MORD 2014 Clause no. 1501.8 (Unsealed Joint) iii) For 15 cm thick CC Slab (Running meter of Joint)

For 12.5 cm thick CC Slab (Running meter of Joint)

Cement Concrete Pavemen Construction of un-reinforced and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Providing and Laying Apron with Stone Boulders as per Drawings & Technical Specification Clause 1301 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (Weight of stone 25 kg minimum)

Excavation for Structures Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1101.4 & 305 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, sortingout servicible & unservicible materials and disposal of all materials upto 1000 m lead and backfilling with approved material. A) Ordinary soil Upto 1.5 m depth

1.5 m to 3 m depth

Bedding for Pipe Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1101.5 P.C.C grade M 15

Providing and Laying Reinforced Cement Concrete Pipe NP3 ISI Marked,Plain Ends(conforming to IS Code 458-2003} as per design Providing and laying ISI mark reinforced cement concrete hume pipe NP3 for culverts on first class bedding of granular material in single row including jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonry works in head walls and parapets Clause 1101.6 B) 1000 mm dia

F) 600 mm dia

Providing & Laying Non ISI mark ,Plain Ends(conforming to IS Code 458-2003} Reinforced Cement Concrete hume Pipe (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonary work in head wall and parapets.

Backfilling in Foundation Trenches as per drawing and technical specification Clause 1101.8 Earth filling (For marshy soil)

Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 (i) Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only)

Cautionary, mandatory, informatory, direction and place indentification signs Cautionary, mandatory, informatory, direction and place indentification signs Retro-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

900 mm equilateral & triangle

600 mm Circular

800 mm x 600 mm rectangular

600 mm x 450 mm rectangular

600 mm equilateral & triangle

900 mm High Octagon

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

5th Kilometre Stone (precast

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project PMGSY Sign Board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Construction of cement concrete PMGSY information board Construction of cement concrete PMGSY information board in CC 1:2.5:5 (M15) with skin reinforcement of 8 mm dia TMT bars @ 300 mm C/C both ways size (as per drawing annexure-ii) including excavation, base concrete (M-15), priming, painting two coats synthetic enamel paint on new concrete surface including painting-figring Logo and Slogen including writing of all information about the road etc. complete. As directed by the Engineer incharge

Providing and Fixing 'citizen's information board' of PMGSY Project Providing and fixing of typical PMGSY CITIZEN'S INFORMATION BOARD with Logo as per MORD specifications and drawing, made of 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer-in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY

Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral retro reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete on flexible or rigid pavment and as directed by engineer in charge as per relevant clauses of MORD specifications. A) For 7.50 M Formation Width

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. This item for edge line only and to be executed with prior written permission of CGM

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916

Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width)) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral retro reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete on flexible or rigid pavment and as directed by engineer in charge as per relevant clauses of MORD specifications

Type- A, "W" : Metal Beam Crash Barrier 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, 150X75X5mm 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 t IS:1367 & IS:1364 metal beam mail) be fixed on the vertical post with a spacer of channel section 150x75x5mm. 330mm long complete as per MoRTH Clause 811

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

Retro Reflective Tape Providing & fixing in position red retro reflective tape 40-50 mm wide of approved quality at trees, eclectic poles, CD / Bridge parapet etc or any type of hindrance / obstructions. The tape should be fixed preferably at 1 m above ground level {(i). with minimum three rounds in bands with spacing 150 mm to 200 mm c/c (ii) or in shape of straight strips with spacing 150 mm to 200 mm c/c} as per requirement and direction of engineer incharge.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Ordinary soil Upto 1.5 m depth

1.5 m to 3 m depth

Ordinary rock (not requiring blasting) Upto 3 m depth

Hard rock (requiring blasting)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ii) Granular material filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 with 40 mm and down graded meta

P.C.C grade M 15 Nominal mix (1:2.5:5) with 40 mm and down graded metal

R.C.C grade M 20 with 20 mm and down graded metal

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 P.C.C grade M 15 Nominal mix (1:2.5:5

Nominal mix (1:2:4)

R.C.C. grade M 25 ( For Box Type Structhure Bottom Slab)

R.C.C. grade M 25 ( For Box Type Structhure Side Wall & Top Slab

Supplying, fixing and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1204.15 & 1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1206.3. Granular material

Anchor bar for RCC slabs of submersible bridges Providng and fixing 20mm dia MS anchor bar duly welded at bottom with MS plate of size 500mm x 75mm x 10mm including all material labour charges etc. as per plate no. 7.22 SP20 or otherwise as directed by Engineer incharge A) Fixed end anchor bar

B) Free end anchor bar

Providng and fixing in position bituminious paper bearing for slabs as per approved drawing and confirming to IS:1398

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1400 For nominal mix 1:2:4

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1400 R.C.C M 25

Supplying, fixing, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1204.15 and 1202

Supplying, fixing, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1204.15 and 1202

Providing and laying cement concrete wearing coat 75 mm thick M 30 grade including reinforcement of 8 mm diameter and 150 mm spacing in both direction shall be provided at the mid depth of the wearing coat etc complete as per drawing and technical specifications Clauses 800 and 1400

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia GI pipes (Type-A) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1404 & 1706

Drainage spouts complete as per drawing and technical specifications Clause 1404.5

Providing & Laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and technical specifications Clauses 800, 900 and 1401 ii) RCC Grade M 25

Filler Joint Providing and fixing 25 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 40 kg laid dry complete as per drawing and technical specifications Clause 1301

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 with minimum size and weight of stone as per table 1300.2, no stone weight weighting less than 25 kg. Stone/Boulder

Guard stones Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones / RCC M-15 and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat with redimix enamel paint including excavation of pit etc. complete.