Construction of 04 RUBs in Loharu Constituency (Reinvite-1)

Amount

[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4

[13.27]Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

[13.28]Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

[13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

[15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m

[15.1.2.2]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.2. Mechanical Means Depth 3 m to 6 m

[15.45]Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORTandH clause 1600

[15.6.1]Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORTandH clause 1300 1. Cement Mortar 1:3 (1 cement : 3 sand)

[15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15

[15.8.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 2. PCC Grade M20

[15.8.3.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 3.2. RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump

[15.8.8.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 8.2. Using Batching Plant, Transit Mixer and Concrete Pump

[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) 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.of MORTandH specifications 1. Grading I material

[17.24]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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications

[17.25]Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications

[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications

[17.33.1]Open - Graded Premix Surfacing 20 mm thickness 1. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.

[17.36.3]Seal Coat 3. Type B with VG - 10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications.

[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.

[18.50.2.1]Boring for hand-pump in clay fitting strainer and pipe. 2.1. Above 75mm dia bore but not exceeding 100mm. From 0 to 15 m.

[18.50.2.2]Boring for hand-pump in clay fitting strainer and pipe. 2.2. Above 75mm dia bore but not exceeding 100mm. Exceeding 15 m but up to 30 m.

[20.52.1]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 1. Top Layer: Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source

[20.52.2]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 2. Second layer Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry)

[20.52.3]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 3. Third layer Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)

[20.52.4]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 4. Fourth layer Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)

[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening

[22.168.4]Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 4. 300 mm dia. R.C.C. pipe

[24.4.8.4]STREET LIGHT 8.4. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 6 Metre Long pole with top dia 75 mm and bottom dia 150 mm with base plate of size 275 x 275 x 16 mm

[27.1]Brick masonry work in 1:3 in sub-structure including scaffolding complete excluding pointing and plastering, as per drawing and MoRTandH Specifications 1300 and 2200

[27.12.1.2]RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump

[27.12.2.2]RCC Grade M35 2.2. With Batching Plant, Transit Mixer and Concrete Pump

[27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200.

[27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200.

[27.3]Plastering (12 mm thick) with cement mortar (1:3 ) on brick work in sub-structure as per MoRTandH Specifications 1300 & 2200

[27.40]Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTandH Specifications 2702.

[27.49]Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm and MORT&H specification 800.

[27.51.3]Filler joint 3. Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications.

[28.1.1.1]Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimetre per square metre, including preparation of surface but excluding grading complete with : 1.1. Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322

[34.19.1]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[34.26]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.

[34.33]Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

[34.37]Road Delineators Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately.

[34.39.1]Rumble Strips 1. Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material at approved locations to control speed. The close graded premix surfacing material type B shall conform to technical clause 512 of MORT&H specifications The rate per sqm of premix carpet and road marking may be adopted from chapter 5 & 8 respectively for the quantities calculated from approved drawings Rumble Strips with thermoplastic road marking

[34.39.2]Rumble Strips 2. Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms along with their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally do not undertake such jobs.

[34.53]Providing and erecting 12 m wide overhead signs with a corrosion resistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per drawing

[34.7.1]Mandatory sign board 600 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[34.9.1]Informatory sign board 600x450 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[9.30]Supply, fabrication and installation of self-supported arch shaped galvalume/ Zincalume steel sheet roofing 1.00 MM thick (BMT) (only ± 0.2mm tolerance allowed) and 1.075 MM thick (total thickness)(only ± 0.2mm tolerance allowed) tensile strength 350 MPa coating mass 150 gm per sqm etc. of approved make . The manufacturer shall follow the IS codes 15961, type III with Super Durable Polyester paint, IS code 513, IS code 16163 and all other relevant Indian codes as per approved specification, design and drawings of the corporation.

[9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter

[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter

Providing Single phase Kirloskar diesel Generator 10 HP Kirloskar Diesel Engine – 7.4KW at 1500 RPM 10 HP. Kirloskar Air cooled diesel engines are quality, affordable, fuel efficient machines. This engine is light weight and requires low maintenance. It is perfect for pumping applications, including irrigation and industrial uses.

Nozzle of pump Providing and laying ISI mark heavy duty Nozzle of pump for Drainage of RUB all complete as per direction of Engineer -in-charge..

100 mm dia heavy duty suction pipe PVC flexible Suction and Delivery Hoses are designed incorporating a rigid PVC spiral as an integral part of the soft PVC wall. The anti-shock rigid spiral imparts superior crush resistance to the hose. Specially formulated PVC compounds develops a top grade medium duty Suction and Delivery hose for meeting the challenging service conditions in Suction and Delivery of water for irrigation purpose agriculture with electric mono block and oil engine. Also for Suction and Delivery of saline water, light acids, alkalies and other chemicals except solvents for conveying of granules or fine particles of raw materials in processing industries in general this flexible hose can work with superior efficiency and offers more service life compared to rubber suction and delivery hoses.

Providing and laying Bituminous Macadam 50-75 mm thick with Drum Type hot mix plant 40-60 TPH using crushed aggregates of specified grading premixed with bituminous binder VG -30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORTandH specifications. Note:- If bitumen required is more than 3.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.

Providing and laying Bituminous Macadam 50-75 mm thick with Drum Type hot mix plant 40-60 TPH using crushed aggregates of specified grading premixed with bituminous binder VG -30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORTandH specifications. Note:- If bitumen required is more than 3.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.

Providing and laying Bituminous Macadam 50-75 mm thick with Drum Type hot mix plant 40-60 TPH using crushed aggregates of specified grading premixed with bituminous binder VG -30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORTandH specifications. Note:- If bitumen required is more than 3.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1 Mechanical means depth upto 3 meter Note:- Excavated earth disposal of by the agency, nothing extra payment will be paid on this account.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.2 Mechanical means depth 3 meter to 6 meter Note:- Excavated earth disposal of by the agency, nothing extra payment will be paid on this account.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.3 Mechanical means depth above 6 meter Note:- Excavated earth disposal of by the agency, nothing extra payment will be paid on this account.

Provision of barricading with contractor`s bamboos / balli vertical post of 75 to 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals and horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be completely removed when no longer required by engineer in-charge. (60% payment shall be made on provision of barricading at work-site) Joining with strong nylon rope in one cross and one horizontal pattern of minimum 5mm dia. (USSOR-2021 121072)

Earthwork in excavation NS for RUB (022011)

Launching of precast RCC box NS for RUB ( 31150 )

Insertion of temporary / steel girder in place of formation – The work involves

Applying two coats of coal NS for RUB ( 025020 )

Removal of temporary / steel girder and linking of track

Manufacturing, fabricating and supplying retro-reflective sign boards,

Manufacturing, fabricating and supplying retro-reflective sign boards

Providing and laying pitching with stone ( 051070 )

Grouting of Mansonry / Concrete NS for RUB ( 453.21 )

Arranging labour as and when required by the Engineer incharge,for various works under SSE/P.Way, with contractor`s TandP,

Applying epoxy mortar over leached NS for RUB ( 52090 )

Supplying, spreading and compacting well graded hard stone of 63mm average size (maximum up to 80mm size)

Delaunching of all types of Steel girders, PSC girders/Slabs and stacking away from river stream Structural steel plate girders (USSOR -2021 041332)

Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails. ((USSOR -2021 121010)

Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels (USSOR -2021 123060)

Loading, leading and unloading of all types of P.Way fittings and length between the points of loading and unloading Lead beyond 30 Km and up to 50 km (USSOR -2021 172045)

Supplying and filling 50kg size empty cement polythene bags with rly. Ballast/moorum/earth etc (USSOR -2021 211240)

Manufacturing, fabricating and supplying retro-reflective sign boards, made of 2mm thick aluminum sheet or 3mm thick Termination Indicator Board (USSOR -2021 201119)

Design and casting of precast single/twin RCC box with or without common web section including thrust bed for RUB/ROB (USSOR -2021 31120)

Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly and erection of girders/slab/RCC Box etc. 150 MT capacity

Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly and erection of girders/slab/RCC Box etc. 300 MT capacity

Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly and erection of girders/slab/RCC Box etc. Extra for increase in road crane capacity over Item 041209 for every additional 1 MT capacity or part there of

Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations(IR USSOR 51030)

R K JAIN INFRA PROJECTS PRIVATE LIMITED

KALUWALA CONSTRUCTION PRIVATE LIMITED

M / S DAYANAND CONTRACTOR