Work of improving connectivity of Palwal Hathin Uttawar Road MDR 135 by Four Lanning Raising CC pavement Strengthening in Palwal and Nuh District Length 22.400 km

Amount

DISMANTLING Demolishing R.C.C. work by mechanical means and stockpiling cum at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars HSR 5.26

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar [HSR 5.7.4]

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge, up to 600 mm dia [HSR 5.53.1]

ROAD 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 ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specifications. In area of thorny jungle (By Mechanical Means) [HSR 17.2.4]

Milling on Bituminous Surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to 80mm depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site. [HSR 17.43.2]

Dismantling of existing road granular crust up to 420mm thick and disposal of dismantled materials stacking serviceable & unserviceable material with all lead and lifts respectively complete in all respect as per clause No. 202 of MORT&H specification 2013. The quantity of dismantled material shall be considered minimum 80% of theoretical volume and loose quantity will be worked out as per departmental norms. [17.3]

Removing of existing CC block pavemet including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. [HSR 17.67]

Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications [HSR 17.74]

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications. (Use Excavated earth) [HSR 17.7]

Construction of granular sub-base (200mm) by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications [HSR 17.14.3 base NS]

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (250 mm, in 2 layers 125mm + 125 mm) 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 [HSR 17.24 base NS]

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 0.6 kg/sqm using mechanical means as per technical clause 502 of MORT&H specifications [HSR 17.25 base NS]

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [HSR 17.26.1 base NS]

Providing and laying 50mm / 80mm thick compacted Dense Bituminous Macadem (DBM) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications [HSR 17.30.2 base NS]

Providing & laying 50mm / 80mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh mateerial including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.50% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 4.50% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work [ base HSR 17.43.1]

Providing and laying 40 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 40 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications [ base HSR 17.31.2 NS ]

Construction of dry lean cement concrete Subbase (150mm) over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15: 1, aggregate gradation after blending to be as per table 600-1, 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 a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [ HSR 17.44 ]

Construction of un-reinforced M-40 grade concrete pavement (300mm) with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications [HSR 17.45]

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge [HSR 10.77]

Cast in Situ Cement Concrete M20 Kerb Construction of Cement concrete kerb with top and bottom width 115 and 165mm respectively 250mm high in M 20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 ( HSR 34.1) Using concrete batching and mixing plant (HSR 34.1.2)

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 [HSR 34.26]

Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:81980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications Ordinary kilometre stone (precast) [hsr 34.27.2]

Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:81980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 200 meter stone [HSR 34.27.4]

Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications. 5th kilometre stone (precast). [HSR 34.27.1]

Providing and erecting 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 [HSR 34.54]

Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 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 dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & 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 Using retro reflective Sheeting Class C as per IRC 67 2012 [HSR 34.11.1]

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 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & 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. Using retro reflective Sheeting Class C as per IRC 67 2012 [HSR 34.19.1]

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm 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 of25x25x3mm 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 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. Using high intensity Microprisomatic grade retro reflective Sheeting Class Bas per IRC 67 2012 [ HSR 34.4.2]

Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting 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.[HSR 34.28]

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 8 73 part 4: 1973. [34.33]

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 foundationconcrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & 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 Using retro reflective Sheeting Class C as per IRC 67 2012 (Chevron Sign Boards) [34.9.1]

Mandatory sign board 900 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 4 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 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & 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. Using retro reflective Sheeting Class C as per IRC 67 2012 [HSR 34.6.1] (i) Stop Signboard

Speed Limit Signboard

Rain Water Harvesting Pit: Earth Work in excavation in foundation tranches etc. in all kind of soil up to depth as per design, drawing and instruction of engineer-in-charge including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge. [ HSR 15.1.2.2]

Plain cement concrete 1 :3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications [HSR 15.5]

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

Providing and laying 12 mm thick cement plaster 1:4 as per clause no. 1000/1300 of MORT&H specification of road and bridge works complete in all respects [HSR 11.5.3]

Providing and laying of RCC M30 with stone aggregate size 20 mm mechanically mixed and vibrated for reinforcement work but excluding steel reinforcement but including centering and shuttering laid in position as per drawing complete in all respects of clause 1000/1300/1700/2100 of MORT&H specification for road and bridge works [HSR 15.8.7.1]

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

TOP PEBBPLES (NS)

SAND [NS]

CRUSHED METAL LESS THAN 10mm IN SIZE [NS]

CRUSHED METAL LESS THAN 20mm IN SIZE [NS]

CRUSHED METAL LESS THAN 40mm IN SIZE [NS]

BOULDERS LESS THAN 250mm IN SIZE [NS]

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 [HSR 13.27]

Supply and planting of disease free healthy, vigorous growing more each than 75 cm height permanent shrubs in already prepared pits, supplied in 25 cm x 20 cm poly bags, application of 10 ml chlorpyriphos 20% E.C. termiticide each and watering supplied through the tractor tanker [ HSR 26.18]

DRAINS 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 MORT&H specifications. Ordinary soil, Mechanical Means, Depth up to 3 m. [HSR 15.1.2.1]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. PCC Grade M15. [HSR 15.8.1]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. RCC Grade M30. Using Concrete Mixer [HSR15.8.7.1]

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications [HSR 27.13]

CULVERTS 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 MORT&H specifications [HSR 15.1.2.1]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. For Leveling Pad [HSR 15.8.1]

Plain Reinforced cement concrete in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200. M30 Grade, Using Concrete Mixer [HSR 27.11.1.1]

Plain Reinforced cement concrete in open foundation complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200. M30 Grade, Using Concrete Mixer [15.8.7.1]

Plain Reinforced cement concrete in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200. M30 Grade, Using Concrete Mixer [HSR 27.11.1.1]

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications [HSR 27.13]

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH 33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified [HSR 34.31] Excavation and backfilling are incidental to work and to be meaured seperatly

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Crash Barrier Painting) [HSR 34.49]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. For Rigid Apron [HSR 15.8.1]

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 MoRT&H Specification [HSR 27.17]

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications [HSR 27.15]

Curtain wall. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. 15.8.1 PCC Grade M15. 4239 [HSR 15.8.1]

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. (Flexible Apron) [HSR 35.6]

Back filling behind abutment, wing wall, cone and return wall complete as per drawing and MoRT&H Specification 2200. Granular material [HSR 27.16.1]

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification [HSR 35.10]

Providing and laying Pitching on slopes laid over prepared filter media inducing boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder [HSR 35.9.1]

RETAINING WALL 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 MORT&H specifications. Ordinary soil, Mechanical Means, Depth up to 3 m. [HSR 15.1.2.1]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. PCC Grade M15. [HSR 15.8.1]

PlainlReinforced cement concrete in open foundation complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200. M30 Grade, Using Concrete Mixer [HSR 15.8.7.1]

PlainlReinforced cement concrete in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200. M30 Grade, Using Concrete Mixer[HSR 27.11.1.1]

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications [HSR 27.13]

PUBLIC HEALTH UTILITIES Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: [HSR 4.16.1.2+4.17]

Demolishing cement concrete 1 :2:4 or leaner mix manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge [HSR 5.23.2]

Demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. [HSR 5.7.4]

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) [HSR 6.1.6]

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) [HSR 6.1.2]

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) [HSR 6.16]

Reinforced cement concrete work in well-steining, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). [HSR 6.20]

Construction of unreinforced plain cement concrete pavement in M-25 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications [HSR 17.73]

Brickwork (C) Brickwork in Cement Stone dust Mortar First class brickwork laid in cement stone dust (from crusher) mortar 1:5 in fondation and plinth Cement mortar 1 :5 (1 cement : 5 fine sand). [HSR 7.5]

10 mm thick cement plaster 1 :3 (1 cement: 3 fine sand) [HSR 11.4.2]

12 mm cement plaster of mix : 1 :3 (1 cement: 3 fine sand) [HSR 11.5.2]

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications [HSR 27.13]

Providing & fixing steel bar embedded plastic steps of size 263mm x each 143 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [HSR 21.28]

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. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening [HSR 21.93.2]

Lowering salt glazed stoneware pipes and specials into trenches for all depths and laying out the same to correct alignment gradient, level etc in trenches including all dressing and trimming of bed and sides of trenches, if required, trimming and cutting of concrete beds and joint holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching hunching and envelopes are completed. The sewer shall rest on the bed at every point throughout its length and to ensure this, it shall be grouted in without extra charge by the contractor with lime surkhi mortar, in the case of lime concrete beds and 1 :3 cement sand mortar in the case of cement concrete beds including cartage from Divisional Store or nearest Railway station to site of work. The internal diameter of sewer being :- 200 mm internal diameter of sewer [HSR 21.38.4]

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipes as per IS:8329- 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer-in-Charge [HSR 20.64]

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour hydraulic testing and commissioning as per Technical Specification and as per direction of Engineer .[HSR20.63] (i) 150mm i/d [HSR 20.63.2]

200 mm i/d [HSR 20.63.3]

400mm i/d [HSR 20.63.7]

Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 100 mm i/d [HSR 20.10.2]

Providing & fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts & bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 100 mm i/d [HSR 20.11.2]

Strining out of DI K-9 pipes & specials casting along trenches and laying the same in trenches to correct alignment and gradient including cartage from divisional stores or nearest railway station of site of work and return of pieces of pipes to stores 100mm i/d pipeline laid complete N.S

Cutting DI pipe and chipping or filling the surface to a uniform finish 100 mm i/d [HSR 20.66.1]

Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 100 mm i/d [HSR 20.67.1]

Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Up to 300mm dia [HSR 20.68.1]

Credit of old Material Credit of Brickwork (Full Size Bricks)

Credit of Brickwork (Brick Bats))

Credit of Steel (Reclaimed Reinforcement Bars)

Credit of Dismantled GSB

Credit of Cement Concrete Blocks

R K JAIN INFRA PROJECTS PRIVATE LIMITED