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| 1 | Clearing and Grubbing Road Land.(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material 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).(i) By Manual Means (A) In area of light jungle |
| 2 | Providing & fixing of cautionary sign board of Cautionary/ Mandatory/ Facility Information sign board made out of retro reflective sheeting conforming to Type XI standards of ASTM D4956-09 & as per IRC-67: 2012 specifications, fully covered over 4mm thick ACP/2mm thick Al supported with back support frame of 25x25x3 mm stainless steel angle of 304 grade. Board Shall be fixed to a vertical post of 80mm dia stainless steel pipe of 3.6 mtr height and firmly fixed to the ground by means of properly designed foundation with M20grade cement concrete 45 cm X 45 cm X 60 cm etc, 60 cm below ground level. 10 years warranty & a certified copy of three years outdoor exposure report from an independent lab as per IRC 67-2012 for Type XI retro reflective sheeting shall be submitted by the contractor. (a) 900mm Triangle - Cautionary Sign |
| 3 | (c) 600 mm Circle - Mandatory Sign |
| 4 | (f) 300mm x 900mm Rectangle - Hazard Marker Sign |
| 5 | (g) 600mm x 500mm Rectangle - Chevron Sign |
| 6 | Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) |
| 7 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 8 | Filling potholes and patch repairs with open graded premix material and removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat with bitumen emulsion @ 0.24 kg/sq.m on the sides and base of excavation as per Clause 503, back filling the pot-holes with hot bituminious content @ 1.46 kg/m2 as per clause 511, compacting trimming and finishing the surface average thickness of 50mm to form a smooth continous surface all as per MORTH Specification 3004.2 |
| 9 | A Providing and erecting a \\"W\\" metal beam crash barrier \providing and erecting \\"W\\" Beam Crash barrier comprising of following three factory made unites-viz. 1) W Beam 2) Spacer Block 3) Vertical Post. The \\"W\\" beam 3mm thick cold roll formed guard rail raw material Conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 150mm* 75mm & 5mm thick, 33cm height spaced 2meter centre to centre, fixed to Vertical Post C-channel of size 150mm*75mm&5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa, with 70cms free height above road or Ground level, and embedded to 110cms deep in cement concrete block of size 35cm*35*115cm or as directed by Engineer Incharge, assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/III, dated 24/6/1994 & construction operation as per 811 or revevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts, nuts, fasteners, washers etc.) shall be conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc. complete |
| 10 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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 as per MoRTH specification clause No. 505 complete in all respects.) (ii) for GradingII(19 mm nominal size) |
| 11 | Bituminous Concrete (Providing and laying 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 @ 5.4 to 5.6 % 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 as per MORTH specification clause No. 507 complete in all respects) (ii) for Grading-II(10 mm nominal size) |
| 12 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 13 | 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 upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 14 | 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.) |
| 15 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) PCC Grade M15 |
| 16 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, 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 of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 17 | Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 19 | Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.(a) Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity |
| 20 | Laying and spreading 6 mm thick layer of granular material(gravel or murrum) including watering and rolling with hand roller etc. complete. |
| 21 | Median Marker - Supply and Fixing of Median Marker which shall be made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected accelerated weathering for 1000hrs as per ASTM G155 or ISO 180/A. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective Micro prismatic cube corners as its retro-reflective elements and meets type XI of ASTM D 4956-09 specifications. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and Grouting. |
| 22 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 23 | Repair of joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete) |
| 24 | Solar Blinker 300 mm axony Indian make size 300 mm 12vdc power polycarbonate body led 120 nos clr red/ yellow visibility 500 mtrs day and night 1000 mtrs Battery exide smf 12V 7 ah built in |
| 25 | Supplying and installing of 32 inch convex mirror |
| 26 | Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation (ii) for fixing in footpath |
| 27 | Repair of crash barrier & cleaning of MCB (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proper form work.) |
| 28 | Supplying of labour on site for maintenance work |
| 29 | Hire charges of hydraulic excavater of 1 cum bucket,8 times in month |
| 30 | Hire charges of Tipper -5 cum consider 8 times in month |
| 31 | Hire charges of crane 5 tonne capacity consider crane required 2 times in month |
| 32 | Supplying at store or site of work including loading, unloading and stacking at site PVC (RING FIT) pipes conformingto IS: 4985-2000 with elastomeric sealing ring (one per pipe) and with rubber ring socket conforming to ISO 4411 (latest edition) Class 4kg/sq.cm. e) 160 mm |
| 33 | Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. complete. I Elbow PN 6 (6 kg/cm2) K. 160 |
| 34 | II END CAP (Plain) K 160 |
| 35 | IV TEE K 160 |
| 36 | VI Coupler (moulded) j) 160 |
| 37 | Replacing of damged crash barrires Type-B, Providing and erecting a \\"Thrie\\" metal beam crash barrier \providing and erecting \\"Thrie Beam \\" Crash barrier comprising of following three factory made unites-viz. 1) Thrie Beam 2) Spacer Block 3) Vertical Post. The Thrie beam 3mm thic cold roll formed guard rail raw material Conforming to i5-5986-2011 with minimum Grade 255 & with minimum yleld stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 150mm* 75mm & 5mm thick, 54.6cm height spaced 2meter centre to centre, fixed to Vertical Post C-channel of size 150mm*75mm&5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa, with 85cms free height above road or Ground level, and embedded to 115cms deep in cerent concrete block of size 35cm*35*115cm or as directed by Engineer Incharge, assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/il, dated 24/6/1994 & construction operation Roads Bridge Works (latest 20 JOj revevant MORT&H specifications TT8 Jəd se edition). All fittings (bolts, nuts, fasteners, washers etc.) shall be conforming to IS:1367 & 1S:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS speclfications all etc.and removing of damaged crash barreirs from site and clearing complete |
| 38 | Solar Blinker 300 mm axony Indian make size 300 mm 12vdc power polycarbonate body led 120 nos clr red/ yellow visibility 500 mtrs day and night 1000 mtrs Battery exide smf 12V 7 ah built in |
| 39 | Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.) i) For Fixing in Median |
| 40 | Planting Flowering Plants and Shrubs in Central Verge |
| 41 | Maintenance of Flowering Plants and Shrubs in Central Verge for one Year |
| 42 | 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) |
| 43 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) |
| 44 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge. F) 160 mm OD |
| 45 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, ncluding T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) i) Lime /Cement Concrete I) By Manual Means. B) Cement Concrete Grade M-15 & M-20 |
| 46 | Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) i. Ordinary Soil A) Manual Means (Depth upto 3 m) |
| 47 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) A.1000mm dia |
| 48 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete |
| 49 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.E)RCC Grade M25 Case 1 Using concrete Mixer |
| 50 | Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method (Construction of granular sub base by providing close graded Material, 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 clause 401 ) ii)for grading- II Material |
| 51 | 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) |
| 52 | Prime coat (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 0.60 kg/sqm using mechanical means.) |
| 53 | Supplying and fixing Pre-cast cement concrete kerb-stones(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibrators with smooth finish including fixing at site complete as per specification.b) Size 30 cm L x 40 cm H x 15 cm T |
| 54 | Sealing of crack / porous concrete with Epoxy Grout (MC Dur 1264 of MC Bauchemie or Equivalent)by injection through nipples complete as per clause 2803.1. |
| 55 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.i) 90 cm equilateral triangle |
| 56 | iii) 60 cm circular |
| 57 | vii) 90 cm high octagon |
| 58 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. |
| 59 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. |
| 60 | Providing & erection of 30watts solar panel (12VDC) Amber ( Orange) colour Polycarbonate lamp ( 300mm dia) Blinkers of 24 hrs backup including full set of solar pannel, battery, wiring, etc., excavation & concreting in M15 grade, 3\\" steel pipe with yellow paint for erection support as per the direction of engineer - in - charge in all respects. |
| 61 | Maintenance of median plantation along the road including watering at regular intervals, weeding, removal of wild growth, trimming and pruning of shrubs and plants, replacement of dead/damaged plants with new plants of approved species, application of manure and fertilizers as required, loosening of soil, maintenance of tree guards, and keeping the median neat, clean and free from litter, complete as directed by the Engineer-in-Charge. |
| 62 | Replacing of damged crash barreires Type-B, Providing and erecting a \\"Thrie\\" metal beam crash barrier \providing and erecting \\"Thrie Beam \\" Crash barrier comprising of following three factory made unites-viz. 1) Thrie Beam 2) Spacer Block 3) Vertical Post. The Thrie beam 3mm thic cold roll formed guard rail raw material Conforming to i5-5986-2011 with minimum Grade 255 & with minimum yleld stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 150mm* 75mm & 5mm thick, 54.6cm height spaced 2meter centre to centre, fixed to Vertical Post C-channel of size 150mm*75mm&5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa, with 85cms free height above road or Ground level, and embedded to 115cms deep in cerent concrete block of size 35cm*35*115cm or as directed by Engineer Incharge, assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/il, dated 24/6/1994 & construction operation Roads Bridge Works (latest 20 JOj revevant MORT&H specifications TT8 Jəd se edition). All fittings (bolts, nuts, fasteners, washers etc.) shall be conforming to IS:1367 & 1S:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS speclfications all etc.and removing of damaged crash barreirs from site and clearing complete |
| 63 | Dismantling and removal of damaged street light pole including disconnecting electrical connections, removal of damaged pole, safe lowering and disposal of unserviceable materials. Providing and erecting new street light pole at the same location on bridge including fixing, tightening or replacing anchor bolts as required, alignment and plumbing, refixing bracket/arm, luminaire and internal wiring, cable connection, earthing connection, testing and commissioning. The work includes all labour, tools & tackles, crane/hydraulic platform if required, working at height arrangements, traffic management on bridge, safety precautions, and making the street light fully operational complete in all respects. Please Enable Macros to View BoQ information |
