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| 1 | Clearing and Grubbing the road land,(Clearing and grubbing the road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of sercviceable materials to be used or auctioned upto a lead of 1000 mts. including removal and disposal of organic soil not exceeding 150mm in thickness.(Item no. 2.03(i)A) of JHSOR ) |
| 2 | E/W in excavation of foundn. Trenches for bridges with all materials ,labour ,tools and plants,levelling and ramming the foundation beds,dressing the sides ,removing roots,logs ,shrubs,and other loose and deleterious materials likely to deteriorate,adequate provision against erosion,water pollution anddrainage to keep the site free of water ,stacking the excavated soil clear from the edge of excavation,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring)(Item no. 12.01(I)B of JHSOR) |
| 3 | Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing.(Item no. 12.22 of JHSOR) |
| 4 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)(Item no. 12.25 of JHSOR) |
| 5 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.R.C.C.Grade M30(Item no. 12.40CCase II of JHSOR) |
| 6 | Providing and laying of P.C.C.M15 levelling course 100 mm thick below pile cap(Item no. 12.41 Case II of JHSOR) |
| 7 | Supplying, bending and Binding TMT Fe500 Bars in Foundation -do-do-all complete job as per specification and direction of E/I.(Item no. 12.42 of JHSOR) |
| 8 | Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing , maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per spn. and direction of E/I . |
| 9 | Back filling behind the abutment,wing wall and return wall including foundation trenches with granular material combined with all leadsand lifts at site including cost of all materials,labour,tools and plants,watering,cost of water with all leads and lifts ,dressingand ramming,free from grass and other loose deleterious materials likely to deteriorate,,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I.(Item no.13.09A of JHSOR) |
| 10 | Providing filter media with stone metal grade-III conforming to MORT&HTable 400-7,free from grass,dirt and debrisand other loose and deleterious materials likely to deteriorate,,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specification clause 305 and other relevant clauses and direction of E/I.(Item no. 13.10 of JHSOR) |
| 11 | Providing PCC/RCC mechanically mixed concrete in abutment,Pier,wing wall,return wall,curtainwall, toe wall with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,centering and shuttering,screening,mixing in cement mixer,placingin position,vibrating,hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as perdesign/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I(excluding cost of reinforcement and it's cutting ,bending ,binding etc.) RCC M30(Item no. 13.05(G) of JHSOR) |
| 12 | Providing weep holes in PCC/RCC in abutment ,wing wall,return wallwith 100mm dia A.C. pipes ,collar ,M.S. clamps including cost of all materials and labour, ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I(Item no. 13.08 of JHSOR) |
| 13 | Supplying, bending and Binding TMT Fe500 Bars in Substructure -do-do-all complete job as per specification and direction of E/I(Item no. 13.06 of JHSOR) |
| 14 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. For T-beam & slab, 25-35 per cent of (a+b+c)Height upto 5m (Item no. 14.01C(ii)P of JHSOR) |
| 15 | Reinforced Cement Concrete Crash Barrier (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 III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)(Item no. 14.15B of JHSOR) |
| 16 | Providing and laying Reinforced cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical specification(Item no. 14.04 of JHSOR) |
| 17 | Providing P.C.C.M15 ordinary grade mechanically mixed concrete below approach slab ,as levelling course with graded stone aggregate 40mm to 10mm size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,tools and plants, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as perdesign/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I(Item no. 14.10 of JHSOR) |
| 18 | Providing and laying RCC Approach slab M30 grade including reinforcement and formwork complete as per drawing and Technical specifications(Item no. 14.11 of JHSOR) |
| 19 | Supplying, bending and Binding TMT Fe500 Bars in Superstructure -do-do-all complete job as per specification and direction of E/I(Item no. 14.02 of JHSOR) |
| 20 | Providing drainage spouts with 260mmx260mm M.S. grating 100 mm dia. 1.00m long G.I. pipe including cost of all labour and materialall complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I(Item no. 15.17 of JHSOR) |
| 21 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)(Item no. 14.21 of JHSOR) |
| 22 | Supplying ,fitting and fixing elastomeric bearing conforming to IRC 83(part -I) section-IX in position ,true to lines and level including all accessories,neoprene w.r.l.m.s. plate ,all labour including machinary inputs for various processing operations like gas cutting .fabrication,converting into elastometric compound of required specifications,for adding chemicals like primer for plates and final bonding agents of plates to elastomer, for pretreatment,bonding /vulcanizing of elastometric compound with reinforcing steel plate,hire and running charge of machinery with depreciation,major/minor repair,POL and other lubricants,pay of machinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I(Item no. 13.16 of JHSOR) |
| 23 | Providing painting of Crash barrier with ready mixed paint of approvedcolour and texture as per specification and direction of E/I(Item no. 14.16 of JHSOR) |
| 24 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810). |
| 25 | Cutting of trees along with branches and their removal from the work site as per MOSRT&H Specification Cl. No.201 with the following girth size.a) 300mm to 600mm(Item no. 2.1(a) of JHSOR) |
| 26 | Cutting of trees along with branches and their removal from the work site as per MOSRT&H Specification Cl. No.201 with the following girth size.a) 600mm to 900mm(Item no. 2.1(b)of JHSOR) |
| 27 | Cutting of trees along with branches and their removal from the work site as per MOSRT&H Specification Cl. No.201 with the following girth size.a) 900mm to 1800mm(Item no. 2.1(c)of JHSOR) |
| 28 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 within all lifts and lead upto 1000m (including royality @ Rs. 15.00 per cum but excluding watering, rolling & compaction)(Item no. 3.6 of JHSOR) |
| 29 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts ,trasporting to site ,spreading ,grading to required slope and compacting to meet requirement of table300-2 including cost of watering ,rolling and compaction all complete as per specification and direction of E/I(Item no. 3.16 of JHSOR) |
| 30 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundationof other structures graded and compacted to meet requirement of table 300-2 including cost of watering ,rolling and compaction all complete as per specification and direction of E/I.Rolling with vibratory Roller.(Item no 3.17 of JHSOR) |
| 31 | Providing,laying,fitting,fixing stone boulder pitching duly packed in slope of road embankment and approach with approved quality of materials within 150m of worksite and all lift as per direction of E/I including cost of all materials , labour.(Item no 16.04(A) of JHSOR) |
| 32 | Providing and laying Filter material underneath pitching in slopes all complete as per drawing and Technical specification.(Item no 16.05 of JHSOR) |
| 33 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)(Item no 3.18 of JHSOR) |
| 34 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-V Material(Item no 4.01 B (v) of JHSOR) |
| 35 | 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.)(Item no 4.14 of JHSOR) |
| 36 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of the road surface and spraying primer @0.60 kg/sqm using mechanical means . As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I.(Item no 5.1 of JHSOR) |
| 37 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom.(Item no5.2 (ii) of JHSOR) |
| 38 | 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 surface cleaned with mechanical broom.(Item no.5.2 (i) of JHSOR) |
| 39 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk BitumenProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 as per MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen.(Item no.5.04A (B) of JHSOR) |
| 40 | Bituminous concrete Grading- II With VG-30 Bulk BitumenProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen.(Item no.5.05A (B) of JHSOR) |
| 41 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15 using batching plant & Concrete pump(Item no.12.08(A)I of JHSOR) |
| 42 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Massonary(Item no.12.7B of JHSOR) |
| 43 | Stone masonry work in cement mortar 1:3 for Substructure complete as per drawing and Technical SpecificationsRandom Rubble Masonry(Item no.13.04A of JHSOR) |
| 44 | Plain/Reinforced cement concrete in Sub-structure complete as per drawing and technical specificationsPCC M20(Item no. 13.05B(p) of JHSOR) |
| 45 | Providing and laying of hot applied thermoplastic compound 2.5mmthick including reflectorising glass beads @250gms / sq.m. area ,thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level,uniform and free from streaks .and holes(Item no. 8.13 of JHSOR) |
| 46 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 80cm x 60cm Rectangular(Item no. 8.04A (X) of JHSOR) |
| 47 | 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 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)(Item no. 8.05 of JHSOR) |
| 48 | 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 strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.)(Item no. 8.15 of JHSOR) |
| 49 | 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). |
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