Urban Corridor-Indore

Amount

Traffic Signs and road markings Bituminous Concrete for miscellaneous surface and joint damage: Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder,transporting the hot mix to work site,laying with a mechanical paver finisher to the required grade,level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per relevant clauses of Section-507 of MORTH Specifications (lime or cement will be used as filler). for Grading II ( 30-40 mm thickness ), Bitumen content 5.4% (VG-30)

Traffic Signs and road markings Providing and applying (Cleaning of concrete surface) thermoplastic compound of 2.5 mm thickness including drop down reflectorizing, glass beads @ 250 gms per sqm area thickness of 2.5 mm exclusive of surface applied glass beeds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of MORTH Specifications and inclusive of all lead and lift, labour, machinery, material, T&P, as per drawings and approved by Engineer in Charge. Note:- The guarantee of Thermoplastic should be minimum 3 Years

Fabrication, supply and installation of ground mounted retro-reflectorised cautionary, mandatory and informatory sign board made of high intensity Micro-Prismatic Grade Sheeting (Type XI) as per IRC 67-2012 and Clause 801 of MORTH Specifications, including mounting on primed and painted MS sign post complete with foundation (M20 grade) as per drawing. The contractor shall submit warranty certificate for Retro Reflective Sheeting as per clause 6.9 of IRC: 67:2012 & a certified copy of outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 to the Engineer in Charge. All components shall be inclusive of all lead and lifts, labour, machinery, material, T&P. (a) 90 cm high octagon Stop Signs

Fabrication, supply and installation of ground mounted retro-reflectorised cautionary, mandatory and informatory sign board made of high intensity Micro-Prismatic Grade Sheeting (Type XI) as per IRC 67-2012 and Clause 801 of MORTH Specifications, including mounting on primed and painted MS sign post complete with foundation (M20 grade) as per drawing. The contractor shall submit warranty certificate for Retro Reflective Sheeting as per clause 6.9 of IRC: 67:2012 & a certified copy of outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 to the Engineer in Charge. All components shall be inclusive of all lead and lifts, labour, machinery, material, T&P. (b) 60 cm circular • Speed Limit - 18 • No Stopping - 11

Fabrication, supply and installation of ground mounted retro-reflectorised cautionary, mandatory and informatory sign board made of high intensity Micro-Prismatic Grade Sheeting (Type XI) as per IRC 67-2012 and Clause 801 of MORTH Specifications, including mounting on primed and painted MS sign post complete with foundation (M20 grade) as per drawing. The contractor shall submit warranty certificate for Retro Reflective Sheeting as per clause 6.9 of IRC: 67:2012 & a certified copy of outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 to the Engineer in Charge. All components shall be inclusive of all lead and lifts, labour, machinery, material, T&P. (c) 60 cm equilateral triangle • Pedestrian crossing - 18 • Rumble strip - 15 • Speed Breaker - 21 • Gap in median - 10

Fabrication, supply and installation of ground mounted retro-reflectorised cautionary, mandatory and informatory sign board made of high intensity Micro-Prismatic Grade Sheeting (Type XI) as per IRC 67-2012 and Clause 801 of MORTH Specifications, including mounting on primed and painted MS sign post complete with foundation (M20 grade) as per drawing. The contractor shall submit warranty certificate for Retro Reflective Sheeting as per clause 6.9 of IRC: 67:2012 & a certified copy of outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 to the Engineer in Charge. All components shall be inclusive of all lead and lifts, labour, machinery, material, T&P. (d) Informatory Sign Boards (80mm x 60mm rectangular) • Stack type Advance Direction Sign - 7

Fabrication, supply and installation of ground mounted retro-reflectorised cautionary, mandatory and informatory sign board made of high intensity Micro-Prismatic Grade Sheeting (Type XI) as per IRC 67-2012 and Clause 801 of MORTH Specifications, including mounting on primed and painted MS sign post complete with foundation (M20 grade) as per drawing. The contractor shall submit warranty certificate for Retro Reflective Sheeting as per clause 6.9 of IRC: 67:2012 & a certified copy of outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 to the Engineer in Charge. All components shall be inclusive of all lead and lifts, labour, machinery, material, T&P. (e) Informatory Sign Boards (60mm x 45mm rectangular) • IPT parking - 2 • Bus stop signs - 17 • Toilet signs - 4 • Parking - 4 • Pick-up and Drop-off only - 2

Providing and fixing Object Hazard Marker: Marker shall be made of rectangle Aluminium Composite Material (ACM) 635154 (overall thickness 3 mm having Aluminium foil of thickness 0.2 mm on both the side) size 900x300mm, having crosswise 100mm wide yellow high intensity micro prismatic type-IV tape (As per IRC 67/2010) with alternating black shall be provided. This rectangle sheet shall be mounted on 48mm dia, 1.2mm thick of M.S. powder coated pipe of total length 1800mm including 400 mm grounting part. The grounting part shall be provide with hole pass for strengthen the fix. Fixing of Hazard marker including excavation & cement concrete (1:3:6) (30x30x30cm size) in foundation, curing. All components shall be inclusive of all leads and lifts, labour, machinery, material and T&P. (a) 2 way Hazard marker

Providing and fixing Object Hazard Marker: Marker shall be made of rectangle Aluminium Composite Material (ACM) 635154 (overall thickness 3 mm having Aluminium foil of thickness 0.2 mm on both the side) size 900x300mm, having crosswise 100mm wide yellow high intensity micro prismatic type-IV tape (As per IRC 67/2010) with alternating black shall be provided. This rectangle sheet shall be mounted on 48mm dia, 1.2mm thick of M.S. powder coated pipe of total length 1800mm including 400 mm grounting part. The grounting part shall be provide with hole pass for strengthen the fix. Fixing of Hazard marker including excavation & cement concrete (1:3:6) (30x30x30cm size) in foundation, curing. All components shall be inclusive of all leads and lifts, labour, machinery, material and T&P. (b) One way hazard marker

Providing and fixing single mount twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and complying to specifications of Section-5 of IRC:35-2015 and Clause 804 of MORTH Specifications and approved drawings, including all lift, lead, labour, machinery, material and T&P.

Providing and constructing traffic calming measures as per drawing and MORTH Specifications, approved by Engineer in Charge, inclusive of all lead and lift, labour, machinery, material, T&P. (a)Speed Breaker at 28 locations on approach roads

Providing and constructing traffic calming measures as per drawing and MORTH Specifications, approved by Engineer in Charge, inclusive of all lead and lift, labour, machinery, material, T&P. (b) Speed Hump at 20 locations on Model corridor

Providing and constructing traffic calming measures as per drawing and MORTH Specifications, approved by Engineer in Charge, inclusive of all lead and lift, labour, machinery, material, T&P. (c) Tabletop Pedestrian crossing at 33 locations on Model corridor

Providing and constructing traffic calming measures as per drawing and MORTH Specifications, approved by Engineer in Charge, inclusive of all lead and lift, labour, machinery, material, T&P. (d) Rumble strip at 20 locations on Model corridor

Supplying and installation road delineators (road way indicators), as per Clause 506 of MORTH Specifications, of height 80-100 cm above the ground level, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC : 79:1981, painted black with powder coat of minimum 40 microns thickness Installation shall be as per direction of Engineer-in-charge and including lead and lift, labour, machinery, material and T&P at spacing 7m on both sides of median kerb.

Installation of 8 pedestrian signals including signal heads, pole and foundation at Bada Ganpati junction and reconfiguring timing of signals

Footpath (a) laying of exisitng paver blockes by Labour

Footpath (b) Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

Footpath (c) Transportation By Mechanical means including loading, unloading and stacking Excavated Earth Beyond 5 km upto 10 km (Per Km) - 7.00 Kms.

Footpath (d) Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.

Footpath (e) Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade reflective type rubber modulded glossy colour paving block made by block making machine with strong vibratory compaction and of approved size and shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust/sand filling the joints with sand etc. all complete as per the direction of Engineer in charge including locking edges wherever required with cement concrete M15 grade or cement mortor 1:3 with pigment of required shade to match the colour /shade of block including cost of labour, material , etc. all complete.

Footpath (f) providing and fixing in position 150mm dia bollard and 900mm height of required shape including providing base plate 210mm dia stainless steel of 304 grade embedded 150mm in cement concrete grade m10 nominal mix with 20mm size of stone aggregate including necessary excavation of size 250*250*450mm deep for same in bitumen/concrete / paver block pavement at specified spacing as per direction of engineer in charge

Footpath (g) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.4) Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate Below Kerb Stone

Footpath Below Kerb Stone (i) Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete as per direction of Engineer-in-charge. Kerb Stone

Footpath Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per relevant clauses of section-800 & I.R.C.-67 including cost of paint etc. complete.

Laying of Storm Water Line (a) Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 meter,stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200 of MORTH Specifications.

Laying of Storm Water Line (b) Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 meters lead.

Laying of Storm Water Line (c) Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200 of MORTH Specifications.

Laying of Storm Water Line (d) Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. 18.2.1) All kinds of ordinary soil

Laying of Storm Water Line (e) Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Laying of Storm Water Line (f) Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. (i) In 900 mm Dia Pipe

Laying of Storm Water Line (f) Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. F (ii) In 600 mm Dia Pipe

Laying of Storm Water Line (f) Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. (iii) In 450 mm Dia Pipe

Laying of Storm Water Line Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400 of MORTH Specifications.

Laying of Storm Water Line Transportation By Mechanical means including loading, unloading and stacking - Excavated Earth Beyond 5 km upto 10 Km Per Km - 7 Kms

Laying of Storm Water Line Providing, laying, jointing & testing of following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect. (a) 5.1.2) 110 mm dia (8 Kg/Cm2)

Laying of Storm Water Line Providing, laying, jointing & testing of following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect. (b) 5.1.4) 160 mm dia. (8 Kg/Cm2)

Laying of Storm Water Line Providing laying and jointing of galvanised Iron Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete (a) 6.1.1) 15mm dia (Medium)

Laying of Storm Water Line Providing laying and jointing of galvanised Iron Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete (b) 6.1.2) 20mm dia (Medium)

Laying of Storm Water Line Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

Laying of Storm Water Line (I) Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (thickness 20cm)

Laying of Storm Water Line (m) Construction of Dry lean cement concrete Sub-base over a prepared sub grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, ggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 of MORTH Specifications, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tons vibratory roller, finishing and curing and as per relevant clauses of section 601.

Laying of Storm Water Line (n) Construction of dowel jointed, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine agreegate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing ompound, finishing to lines and grades as per approved drawings as per IRC-15 2011 and as per relevant clauses of section-602 of of MORTH specifications complete but xcluding cost of steel in dowel bar & tie rod etc..

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (a) Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200 of MORTH Specifications.

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (b) Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. 18.2.1) All kinds of ordinary soil

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (c) Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth Beyond 5 km upto 10 Km Per Km - 7 Kms.

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (e) Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (f) Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400 of MORTH Specifications.

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (g) Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering 18.14.5) Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (h) Providing and laying in position M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (i)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 18.23.2) Hot rolled deformed bars at the rate 150 Kg per Cum of Concrete

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (j) 12 mm cement plaster finished with a floating coat of neat cement of mix : 18.48.1) 1:3 (1 cement: 3 sand)

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (k) Neat cement punning

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (l)Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block grade M-10 (Nominal Mix with 20 mm maximum size of stone aggregate) complete as per design.

Storm Water Catch Basin with heavy duty cover 1.50 m depth -50 Nos. (LHS-20, RHS -30) (m) Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 600 mm dia. Extra heavy duty

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (a)Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200 of MORTH Specifications.

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (b)Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead including loading, unloading and stacking wherever necessary (As per engineer incharge)

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (c) Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (d) Providing and laying in position M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (e) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 18.23.2) Hot rolled deformed bars 150 KG/CUM

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (f) Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400 of MORTH Specifications.

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (g) Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.14.1.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (h) Providing concrete craddle bedding in M-15 grade concrete as per section 2900, section 1700 and section 2900 of MORTH Specifications.

Storm Water Catch Basin with MS angle cover 1.50 m depth -60 Nos. (LHS-40, RHS -20) (i) Providing, laying, jointing & testing of following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect. 5.1.2) PVC 110 MM PIPE 8 KG/CM2

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (a) Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200 of MORTH Specifications.

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (b) Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead including loading, unloading and stacking wherever necessary (As per engineer incharge)

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (d) Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400 of MORTH Specifications.

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (e) Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering 18.14.5) Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (f) Providing and laying in position M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (g) Providing and laying in position machine batched and machine mixed , and machine vibrated design mix reinforced cement concrete of M-25 grade mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batch using approved mix design , for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 18.17) Extra for richer mixes at all floor levels 18.17.3) Providing M-40 grade concrete instead of M-25 grade Batch mix concrete

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (h) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 18.23.2) Hot rolled deformed bars at the rate 150 Kg per Cum of Concrete

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (i) 12 mm cement plaster finished with a floating coat of neat cement of mix : 18.48.1) 1:3 (1 cement: 3 sand)

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (j) Neat cement punning

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (k) Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block grade M-10 (Nominal Mix with 20 mm maximum size of stone aggregate) complete as per design.

Storm Water Catch Basin with heavy duty cover 2.00 m depth -46 Nos. (LHS-30, RHS -16) (l) Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 600 mm dia. Extra heavy duty

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (a) Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200 of MORTH Specifications.

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (b) Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead including loading, unloading and stacking where ever necessar

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (d) Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400 of MORTH Specifications.

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (e) Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering 18.14.5) Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (g) Providing and laying in position M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (h) Providing and laying in position machine batched and machine mixed , and machine vibrated design mix reinforced cement concrete of M-25 grade mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batch using approved mix design , for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (i) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 18.23.2) Hot rolled deformed bars at the rate 150 Kg per Cum of Concrete

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (j) 12 mm cement plaster finished with a floating coat of neat cement of mix : 18.48.1) 1:3 (1 cement: 3 sand)

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (k) Neat cement punning

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block grade M-10 (Nominal Mix with 20 mm maximum size of stone aggregate) complete as per design.

Storm Water Catch Basin with heavy duty cover 3.00 m depth -46 Nos. (LHS-22, RHS -16) (m) Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 560 x 560 mm size extra heavy duty

Supply and laying of Tactile Pavers 1.9 km on both sides of Carriageway as per section 6.4 of IRC 103-12.Dimension of Tactile paver blocks should be - 300mm*300 mm. , as per direction of Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Construction of median and island above road level with approved material spread, graded and compacted as per Clause 408 of MORTH specifications. a) Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Construction of median and island above road level with approved material spread, graded and compacted as per Clause 408 of MORTH specifications. b) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Construction of median and island above road level with approved material spread, graded and compacted as per Clause 408 of MORTH specifications. c) Filling of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures or borrow pits, spread, graded and uncompacted as per relevant clauses of section-400 of MORTH Specifications.

Supply and installation of Precast RCC Tree Grating of dimension 1050mm*1050mm*60mm, approved by Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Supply and installation of Dustbins, approved by Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Supply and installation of Stainless Steel Bus Shelter complete as per drawing and approved by Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Renovation of existing bus shelter complete as per drawing and approved by Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Supply, installation and commissioning of Mobile Toilets, approved by Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

Supplying installaton and fixing of position trinity bench is made from FRPC channel wood finish the thickness of strip is 4mm. The seating position and backrest position is made up of FRP and the strands are made up of MS rectangular tube with GI coating at the end of the strips plastic end caps fixed on hard and even floor as stand alone or anchored to RCC or any other hard paved flooring surface available . Colour of the bench , paints and finishes shall be approved by IMC in all respect as per drawing and approved by Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Footpath in Open Areas (a) 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:3 ( 1cement : 3 coarse sand) with joints finished flush with cement mortar 1:3. Red sand stone for open areas (Km 0+780 to Km 1+430)

Footpath in Open Areas (b) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate

Construction of kerb footpath ramp at 120 locations, as per drawing and approved by Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Supply and installation of street vendor stalls at locations approved by Engineer in Charge, including lead and lift, labour, machinery, material and T&P.

Shifting of advertisement board including all lift, lead, labour, machinery, material and T&P.

B R GOYAL INFRASTRUCTURE LIMITED