Remaining work for Construction of ROB at LCR No 249 on Boraj - Bhande ke Balaji - Phulera Road at Hirnoda - Kachroda Village

Amount

PART-A:- RAILWAY PORTION

Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] Depth upto 3m

If the pile cap rests on ground add for leveling course. [MoRTH Specification : 100(N),1500(N),1700(N)] [MoRTH Specification : 1100(N),1500(N), 1700(N)]

Reinforced cement concrete in pile cap complete at all levels with steel formwork etc. as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete. [MoRTH Specification : 1100(N),1500(N), 1700(N)] M35 grade

Board/cast-in-situ R.C.C piles complete as per drawing and technical specification. [MoRTH Specification : Section 1100,1600&1700(N)] Using Batching Plant, Transit Mixture, and Concrete Pump. RCC Grade M-35 1000 m

Load testing of piles.

Initial and routine vertical load test

Lateral load test

Non destructive Integrated testing of cast-in-situ pile using pile deriving analyzer or equivalent as detailed in specification and as approved by Engineer.

Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.etc. RCC Grade M-35

Depth upto 5m

For 5m to 10m height

Above 10 m

Structural Cement concrete for reinforced concrete/PSC in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete [MoRTH Specification 1500(N)&1700(N)].T-beam, slab , precast girders and slab for Superstructure including transportation and launching up to 40m span. RCC Grade M-40 Above 10 m height

"Fabrication, Welding, Riveting, olting by HSFG bolts wherever required, supply, transportation to site, Assembling, Launching, Erecting of steel girder spans as per drawings and specifications approved by Railway and department for composite construction i.e. (Steel +RCC) of superstructure of the Road Over Bridge with contractor’s own mild steel confirming to IS: 2062 Grade 250(B) with all welds, rivets, nuts bolts rivet materials, weld materials, HSFG bolts, service bolts, with other ancillary steel structures fixed to the girder where necessary in proper level and alignment and as per technical specifications etc. with contractor’s own materials, fabrication, machinery, templates, fixtures, equipments tools and plants, transportation to site, skilled/ unskilled labour, excise duty., Octroi, sales tax and other taxes, all leads and lifts, descent, loading, unloading, crossing one or more Railway track if required etc. complete and as per technical specifications. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly. The structural steel to be used should be manufactured by SAIL/ RINL/ TISCO/ ESSAR/ JINDAL only. For Painting prior approval for superior brand/ make of the paint should be taken from engineer in charge." "The rate shall be inclusive of supply, erection and dismantling of staging and scaffolding and other temporary arrangements required for the purpose of assembly, erection and launching of

girders. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before/after their assembly." "Metalising girder/ girder component such as cross girder, top chord channels, bracing etc of BG new steel girder as directed by engineer with epoxy paint spray not less than two layers after preparing surface by sand/grit blasting as per provision laid in Appendix VI of IRS B-1179 code ( latest alteration) including one coat wash primer one coat epoxy zinc crome primer and two coat of epoxy paint with approved paint conforming to IS specification for fabrication & erection of steel girder bridge ( RS B 1-79) as corrected up to date with contractor’s own materials, tools, plants, labour, handling, rehandling if any including all lead, lifts descents, crossing of track obstruction etc. complete in all respectand as per direction of the engineer. Note: 1. The fabrication of girders must be got done from RDSO approved firms only. 2. For Payment purpose,ominal weight of the girder as per drawing will only be considered.

Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)] HYSD bar reinforcement

Providing and laying steel reinforcement at any level including cutting, binding, placing in position and binding complete in Bored/Cast-in-situ piles as per drawing and technical specification as per MoRTH Specification : Section : 1600 HYSD bar reinforcement

Steel reinforcement in substructure complete.[MoRTH Specification : Section 1600(N)] HYSD bar reinforcement

Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical specification .[MoRTH Specification 1600(N)] HYSD bar reinforcement

Providing and fixing G.I.Pipes railing of 80 mm dia. (Class B) over brackets of 16 mm thick MS plate with 200 mm at bottom & 120 mm at top with 200 mm height welded to 16 mm thick MS Plates of size 200 X 175 anchored with 400 mm long 4-12 mm dia.steel bars at the top of RCC crash barrier @1.0m c/c including fixing arrangement as per the drawing, clause 800 of MoRTH specification and as per the direction of the Engineer.

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 elastomer 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 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 MoRT&H Specifications complete as per drawing and approved technical specifications and as per clause 2000 & 2200 of MoRT&H Specification including all scaffolding, material, labour, machinery etc.

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

P&F on culverts/ bridges deck rain water spouts made of cast iron as per MoRTH specification complete

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (PMB - 40) 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 anti- skid surface with bitumen pre-coated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum 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 is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface, all complete as per MoRTH specification Clause 515.

Marking Centre Line stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160° C with a special applicator machine complete with labour, material and traffic diversion arrangements.

Structural Cement concrete for reinforced concrete/PSC in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete [MoRTH Specification 1500(N)&1700(N)] M 25 grade

Painting with superior grade enamel paint of approved quality to give an even shade including writing littering figuring etc. complete as per IRC standards of:- Sign Boards. Traffic Signs (Steel)

Providing and applying 2 coats of water based cement paint to unplaster concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 liter for 2 Sqm.

Steel work welded in built up sections/ framed work including cutting, hoisting, ( up to height 10 m , fixing in position and applying a priming coat of approved steel primer all complete.

Board/cast-in-situ R.C.C piles complete as per drawing and technical specification. [MoRTH Specification : Section 1100,1600&1700(N)] Using Batching Plant, Transit Mixture, and Concrete Pump. Concrete M30 in R.C.C (Design mix) 750mm

Providing structural steel liner for curbs and seining for wells including fabricating and setting out as per detailed drawing .[MoRTH Specification : Section 1200(N)&1900(N)]

"Fabrication, Welding, Riveting, olting by HSFG bolts wherever required, supply, transportation to site, Assembling, Launching, Erecting of steel girder spans as per drawings and specifications approved by Railway and department for composite construction i.e. (Steel +RCC) of superstructure of the Road Over Bridge with contractor’s own mild steel confirming to IS: 2062 Grade 350(B) with all welds, rivets, nuts bolts rivet materials, weld materials, HSFG bolts, service bolts, with other ancillary steel structures fixed to the girder where necessary in proper level and alignment and as per technical specifications etc. with contractor’s own materials, fabrication, machinery, templates, fixtures, equipments tools and plants, transportation to site, skilled/ unskilled labour, excise duty., Octroi, sales tax and other taxes, all leads and lifts, descent, loading, unloading, crossing one or more Railway track if required etc. complete and as per technical specifications. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly. The structural steel to be used should be manufactured by SAIL/ RINL/ TISCO/ ESSAR/ JINDAL only. For Painting prior approval for superior brand/ make of the paint should be taken from engineer in charge." "The rate shall be inclusive of supply, erection and dismantling of staging and scaffolding and other temporary arrangements required for the purpose of assembly, erection and launching of girders. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before/after their assembly." "Metalising girder/ girder component such as cross girder, top chord channels, bracing etc of BG new steel girder as directed by engineer with epoxy paint spray not less than two layers after preparing surface by sand/grit blasting as per provision laid in Appendix VI of IRS B-1179 code ( latest alteration)

including one coat wash primer one coat epoxy zinc crome primer and two coat of epoxy paint with approved paint conforming to IS specification for fabrication & erection of steel girder bridge ( RS B 1-79) as corrected up to date with contractor’s own materials, tools, plants, labour, handling, rehandling if any including all lead, lifts descents, crossing of track obstruction etc. complete in all respectand as per direction of the engineer. Note: 1. The fabrication of girders must be got done from RDSO approved firms only. 2. For Payment purpose,ominal weight of the girder as per drawing will only be considered. Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509 & 112) Grading II (13 mm nominal size) - Bitumen @ 5 % of mix & thickness 30 - 45 mm with lead of mix material 20km 60/70 grade VG 30

Providing and laying reinforced Cement Concrete grade M30 design mix railing complete as per drawing and technical specification. [MoRTH Specification: 1500,1600&1700] Pre-cast R.C.C railing

Providing and laying reinforced Cement Concrete grade M30 design mix railing complete as per drawing and technical specification. [MoRTH Specification: 1500,1600&1700] Pre-cast R.C.C railing

PART B: APPROACH VIADUCT PORTION

Bridge Portion & Approaches

Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304]Depth upto 3m

Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305].Mechanically by power shovel, including mechanical loading and carriage up to 50m. in ordinary Soil

If the pile cap rests on ground add for leveling course. [MoRTH Specification : 100(N),1500(N),1700(N)][MoRTH Specification : 1100(N),1500(N), 1700(N)]

Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. PCC Grade M -20

PCC M-15 grade leveling course below approach slab complete as per drawing and MoRTH specifications clause 14.10.

Board/cast-in-situ R.C.C piles complete as per drawing and technical specification. [MoRTH Specification : Section 1100,1600&1700(N)] Using Batching Plant, Transit Mixture, and Concrete Pump. RCC Grade M-35 1000 mm

Non destructive Integrated testing of cast-in-situ pile using pile deriving analyzer or equivalent as detailed in specification and as approved by Engineer.

Reinforced cement concrete in pile cap complete at all levels with steel formwork etc. as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete. [MoRTH Specification : 1100(N),1500(N), 1700(N)] M-35 grade

Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.etc. RCC Grade M-35

Depth upto 5m

For 5m to 10m height

Structural Cement concrete for reinforced concrete/PSC in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete [MoRTH Specification 1500(N)&1700(N)] Box girder and balanced cantilever superstructure RCC Grade M -40 Above 10 m Height

Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)] HYSD bar reinforcement

Providing and laying steel reinforcement at any level including cutting, binding, placing in position and binding complete in Bored/Cast-in-situ piles as per drawing and technical specification as per MoRTH Specification : Section : 1600 HYSD bar reinforcement

Steel reinforcement in substructure complete.[MoRTH Specification : Section 1600(N)] HYSD bar reinforcement

Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical specification .[MoRTH Specification 1600(N)] HYSD bar reinforcement

Providing and laying High tensile steel wires/strands at any level including all accessories for stressing, stressing operations and grouting complete as per drawing and technical specification.[MoRTH Specification 1800(N)]

Designing, providing and erection of specified grade Precast RCC facia panels of thickness 180mm made with M-35 Grade concrete batching plant, transit mixer, concrete pump and vibrater for retaining earth with all elements and accessories including reinforcing element complete as per approved drawing and clause 3100 of MoRT&H specifications including all material, labour, machinery etc. (Scope of work includes designing, getting approval, casting in yard, curing, storing, transporting, lifting, placing in position, erection with all necessary fasteners etc complete)

Structural Cement concrete for reinforced concrete/PSC in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete [MoRTH Specification 1500(N)&1700(N)].T-beam, slab , precast girders and slab for Superstructure including transportation and launching up to 40m span. RCC Grade M-40 Above 10 m height

Providing and fixing G.I.Pipes railing of 80 mm dia. (Class B) over brackets of 16 mm thick MS plate with 200 mm at bottom & 120 mm at top with 200 mm height welded to 16 mm thick MS Plates of size 200 X 175 anchored with 400 mm long 4-12 mm dia.steel bars at the top of RCC crash barrier @1.0m c/c including fixing arrangement as per the drawing, clause 800 of MoRTH specification and as per the direction of the Engineer.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704. RCC M-35 Grade

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-10 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 Using Concrete Batching and Mixing Plant

Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C R.C.C.M40 grade Height from 5m to 10m

Structural Cement concrete for reinforced concrete/PSC in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump.Design mix concrete [MoRTH Specification 1500(N)&1700(N)] M 25 grade

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 elastomer 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 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 MoRT&H Specifications complete as per drawing and approved technical specifications and as per clause 2000 & 2200 of MoRT&H Specification including all scaffolding, material, labour, machinery etc.

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

P&F on culverts/ bridges deck rain water spouts made of cast iron as per MoRTH specification complete

Providing A.C pipe Weep holes 100mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification.[MoRTH Specification Clause 2205] 100mm dia

Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. [MoRTH Specification : Clause: Clause:2504].

Providing, placing and compacting to desired density approved backfill material in layers as per approved methodology including testing for reinforced fill portion and random fill portion in the approaches between the Reinforced Soil (RS) Wall panels as per approved drawings as per clause 3103 of MoRT&H specification The soil should be predominately coarse grained not more than 10% of particle should pass 75 micron sieve The item shall be measured and paid for the finished volume of backfill and sub-grade placed in position excluding the volume of filter media at base and behind the RS walls.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305.

Construction of granular sub-base by providing coarse 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 clause 401. Grading - II Material

Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-10 and 400-11) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with lead up to 20 Km.

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 ( Including cleaning of road surface )

Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )

Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507 & 112]. Grading II (19 mm nominal size) - Bitumen @ 4.0 - 4.5 % of mix (60/70 grade) VG 30 & thickness 50 - 75 mm with lead of mix material 20km

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509 & 112) Grading II (13 mm nominal size) - Bitumen @ 5 % of mix & thickness 30 - 45 mm with lead of mix material 20km 60/70 grade VG 30

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (PMB - 40) 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 anti- skid surface with bitumen pre-coated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum 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 is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface, all complete as per MoRTH specification Clause 515.

Marking Centre Line stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160° C with a special applicator machine complete with labour, material and traffic diversion arrangements.

Supply of mandatory / regulatory reflective sign board fixed on 3 meter long Angle Iron of size 65x65x6 mm complete as per IRC-67-1977 made of 2 mm thick M.S. sheet stove enameled paint and reflective symbol. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom

90 cm equilateral triangle

Give way signs with definition plate size 30x20 cm 60 cm equilateral triangle

Prohibitory signs of circular shape 60 cm Dia

Supplying informatory reflective sign boards make of 2mm thick M.S.sheet, stove enameled paint as per IRC-67-1977 fixed on Angle Iron of size 65 x 65 x 6 mm of 3 meter long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 80 x 60 mm with size of square 40 cm.

Fabrication & assembling of over head gantry & cantilever type structure as per drawing & design including steel work in built up tubular trusses , cutting / hoisting, bolting & fixing in position & applying coat of red oxide paint including special type of nut, bolts( Bolt up to 750 mm ) and washers complete & finishing with grey enamel paint .

Supply of High Intensity retro reflecting Type IV sign plate made out of 2.0 mm thick aluminum sheet face to be fully covered with blue / green high intensity grade retro reflective sheet and logo/ matters, boarder made of with similar type of white sheeting after etching treatment of aluminum sheet , the back side is to be painted with epoxy grey paint. The plate is to be fixed on 40x40x5 mm angle iron frame with help of aluminum rivets.

Supplying of Cat’s Eye made of aluminum alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disc of ABS plastic on each side.

Labour charges for fixing of Cat's Eye as per MoRTH specification excluding cost of Cat's Eye

Supply of Swiss Type Bollard made out of 1.25 mm thick M.S. sheet, total height 135 cm, the lower portion is made in tapered circular section having upper dia 15 cm and lower dia 20 cm with attachment of one mandatory plate 7 mm thick & fixed with the help of 7 cm long, 30mm dia chrome plated M.S. tube this part is fixed on the body with another attachment of a cap 30x7 cm. whole body is processed in black stoving enamel and mandatory plate in Azure blue, with one compulsory keep left arrow with 10mm border reflective strip each of 7.5 cm on body complete in all respect.

Providing and applying 2 coats of water based cement paint to unplaster concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 liter for 2 Sqm.

Providing and fixing of Precast concrete interlocking blocks of 60mm thick manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class as per IS: 15658-2006. The C.C. interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable material with all leads & lifts and stacking of serviceable material complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks: 60mm thick, Light traffic category, M35 Grade designation blocks, 60mm thick, Light traffic category, M35 Grade designation blocks

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots stacking of serviceable material with all lifts and up to a lead of 1000 m and earth filling in the depression/ pit as per MoRTH specification clause 201.

Girth from 300 mm to 600 mm

Girth from 600 mm to 900 mm

Providing & lowering of G.I. flange pipe including rubbber washer and nuts of 8 mm dia complete in all respect IS 1239 marked B class 100mm dia.

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 up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 In area of light jungle

R K Jain Infra Projects Private Limited