State Highway Authority Of Jharkhand Tender
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Costs
EMD
₹ 27,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SHAJ_41770_1Bid Award Id
ViewTender No
SHAJ/Tech/Sisai to Shivpur/2019Tender Authority
State Highway Authority Of Jharkhand ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
Girth from 900 mm to 1800
319
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
Girth from 1800 mm
28
-
-
Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)
102
-
-
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including 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) cement concrete M15
69.48
-
-
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including 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) cement concrete ,M20
36
-
-
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including 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) rubble masonary work
410.13
-
-
Removal of all type of Hume Pipe and staking including dismantaling of masonary work
22.5
-
-
Dismantling of flexible pavement and disposl of dismantled material up to lead of 1000 mtr.
176.42
-
-
Dismantling of brick work and disposl of dismantled material up to lead of 1000 mtr.
25.2
-
-
Dismantling of Cement Concrete pavement and disposl of dismantled material up to lead of 1000 mtr.
513.75
-
-
Removal of hand pump including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceab
6
-
-
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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)
408.95
-
-
Construction of Embankment with Material Deposited from Roadway Cutting (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). Rolling with vibratory roller
4050.08
-
-
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Rolling with vibratory roller
171015.09
-
-
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)
Rolling with vibratory roller
188.1
-
-
Granular Sub-Base with Coarse Graded Material ( 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) .as per mosrt&h specification 401 (5Th revision)
13957.64
-
-
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.)
With vibratory Roller
13580.58
-
-
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.)
54322.33
-
-
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.
102973.17
-
-
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. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen. for GradingII(19 mm nominal size)
3650
-
-
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. 509 complete in all respects) for bulk bitumen Grading-II(10 mm nominal size)
1564.32
-
-
Drain
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 and backfilling with approved material.)
3217.5
-
-
PCC 1:2:4 in Foundation (Plain cement concrete 1:2:4 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.)
214.5
-
-
Plain cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20
1072.5
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M 30
370.5
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
117.33
-
-
MS Grating
53
-
-
Retaining Wall
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 and backfilling with approved material.)
293.25
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15
58.65
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
180.48
-
-
Stone masonry work in cement mortar 1:3 in sub structure complete as drawing and Technical Specification Random Rubble Masonry
162.92
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC grade M20
3.19
-
-
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 technical specification.
110.83
-
-
Culvert
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 and backfilling with approved material.)
3853.27
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15
595.85
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in deck slab per drawing and Technical Specification RCC Grade M 25
208.24
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in wearing coat per drawing and Technical Specification RCC Grade M 30
29.4
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
10.57
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
88
-
-
Painting Two Coats on Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
335.55
-
-
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 technical specification.
413.59
-
-
Providing Tar Phelt Cushion under the deck slab complete job as per specification & instruction of Engineer Incharge
12
-
-
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 upto 20 mm, covered with sealant complete as per drawing and technical specifications.
288
-
-
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
288
-
-
Numbering and writing the culvert no. Etcall complete job as per instruction of Engineer incharge.
13
-
-
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.
164.32
-
-
Providing rough dressed course stone masonary in C.M. (1:3) in foundation--do-- including cost of screening carriage of materials, raking out joint to 20 mm depth -- do-- do-- all complete job as per building specification and direction of E/I
1642.31
-
-
Providing rough dressed course stone masonary in C.M. (1:3) in supe rstructure--do-- including cost of screening carriage of materials, raking out joint to 20 mm depth -- do-- do-- all complete job as per building specification and direction of E/I
946.71
-
-
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 . )
17.5
-
-
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
374.53
-
-
Providing designation 75A B/W in c.m (1:3) in foundation and plinth -do-do-all comp.
13.64
-
-
Miscellaneous
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick 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)
90 cm equilateral triangle
13
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick 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)
60 cm circular
6
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick 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) 80 mm x 60 mm rectangular
8
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick 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) 60 cm x 45 cm rectangular
80
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick 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) 60 cm x60 cm square
8
-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick 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) 90 cm octagonal
6
-
-
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting 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)
7.5
-
-
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type 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 aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) Cantilever gantry
2
-
-
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type 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 aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) full overhead gantry
1
-
-
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast)
1
-
-
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometer stone.
8
-
-
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)
500
-
-
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.)
600
-
-
printing new letter and figure of any shade with synthetic enamal paint or anty other approved colour
5000
-
-
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.)
2178
-
-
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)
2664
-
-
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)
1500
-
-
JUNCTION-Granular Sub-Base with Coarse Graded Material ( 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) For grading -I Material
486.4
-
-
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.)
With vibratory Roller
584
-
-
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.)
2336
-
-
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.
2240
-
-
Dense Graded Bitumen 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. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen.
212.8
-
-
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. 509 complete in all respects) for Grading-II(10 mm nominal size) with bulk bitumen VG 30
81.6
-
-
Provision of an Reinforced cement concrete crash barrier at the adges of the road , approaches to bridge sturctures and median, constructed with M-20 grade conceret with HYSD reinforcement conforming to IRC ; 21 and dowel bars 25 mm dia, 450 mm long at expenasion joits filled with pre-moulded asphalt filler board, keyed to the structure on whic it is built.
320
-
-
Construction of median and island above road level with approved material brought from borrow pits, spread, sloped and compacted as per claused 407
1364.07
-
-
Grassing with 'Doobs' grass including eatering and maintenance of the lawn for 30days or more till the grass fofrms a thsik lawn free from weeds and fit tfor mocving including supplying good earth if needed
1364.07
-
-
M.S Grill made of 20X6mm M.S flats as per approved design and drawing properly fabicated with joints continuous fillet welded and finished smooth, carriage of Grill to worksite, hoising as pe specification and direction of E/I , Rotary+island
162212.4
-
-
Providing painting two coats over a coat of primer over steel surface including cleaning the surface throughly, scafolding and taxes all complete aas per specification and direction of E/I
3707.71
-
-
Providing and maintaining of hard top passanger vehicle SUV / Inova / Scorpio/Equivalent for use by engineer as per instruction with maximum run 3000 Km / month with driver and all maintance inclusive. 2 vehicle per month for 12 months.
24
-
-
Bridge
E/W in excavation of foundn. Trenches for bridges with all materials ,labour ,tools and plants, leveling 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 and drainage to keep the silo 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 DI(Excluding cost of dewatering and shoring) (i) Ordinary Soil
747.05
-
-
E/W in excavation of foundn. Trenches for bridges with all materials ,labour ,tools and plants, leveling 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 and drainage to keep the silo 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 DI(Excluding cost of dewatering and shoring) (ii) Soft rock
390.04
-
-
Providing PCC mechanically mixed concrete in open foundation trenches as leveling course with graded stone aggregate 20 mm nominal size and clean coarse sand of FM2 and above, well screened, free from all dirt ,dust shells and other deleterious materials, including cost of all materials form work ,labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing in 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 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 clause and other relevant clauses and direction of E/I
16.73
-
-
Providing PCC/RCC mechanically mixed concrete in abutment and pier foundation with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above, well screened, free from all dirt ,dust shells and other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing in 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 of machinary staff ,providing light., barrier, dangar signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&K specification clauses and other relevant clauses and direction of E/l(excluding cost of reinforcement and it's cutting ,bending ,binding etc.) RCC M30
225.1
-
-
Back filling behind the abutment, wing wall and return wall including foundation trenches with granular material combined with all leads and lifts at site including cost of all materials, labour, tools and plants, watering, cost of water with all leads and lifts ,dressing and 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 specification clause 304 and other relevant clauses and direction of E/I
530.15
-
-
Supplying, Fitting and Placing un-coated HYSO bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
7.82
-
-
Substructure
Providing filter media with stone metal grade III conforming to MORT&H Table 400-7,free from grass, dirt and debris and other loose and deleterious materials likely to deteriorate,. providing Fight, 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 clause and direction of E/I
102.37
-
-
Providing PCC(RCC mechanically mixed concrete in Substructure abutment, Pier, wing wall return wall, curtain wall, toe wall with graded stone aggregate 20mm nominal size and can coarse sand of FM 2 and above , well screened. free from all dirt ,dust shell and other -deleterious materials, including cast of all materials form work labour, handling material at site, centering and shuttering, screening, mixing In cement mixer, placing in position vibrating, hire and running charges of concrete mixer and needle vibrator, curing cost of water with all leads and lift s, all taxes and royalties ,incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pays, of machinary staff Sight ,barrier, danger signals. choukidar, making and maintaining diversion, traffic regulation etc all complete job as per designi drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I (including cost of reinforcement and its cutting, bending, binding etc.) RCC M-30
440.04
-
-
Providing weep holes in PCC/RCC in abutment, wing wall, return wall with 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 royality etc. all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I
169.62
-
-
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub structure complete as per Drawing and Technical Specifications
43.15
-
-
Superstructure
Providing PCC/RCC mechanically mixed concrete in Deck slab,girder,bed block,and Foot path, with graded stone aggregate20mm 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 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 clauses and other relevant clauses and direction of E/I(excluding cost of reinforcement and it's cutting ,bending ,binding etc.)
(a)RCC M-30
198.92
-
-
Providing precast RCC railing of M30 grage, aggregate size not exceeding 12 mm, true to the line and grade, tolerance of RCC vertical post not to exceed 1 in 500, centre to centre spacing between the vertical post not to exceed 200 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification.
81.44
-
-
Providing and laying Reinforced cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical specification
27.08
-
-
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
Concrete under approach slab
P.C.C.M15
11.97
-
-
Providing and laying RCC Approach slab M30 grade including reinforcement and formwork complete as per drawing and Technical specifications
23.94
-
-
Providing HYSD bars in all types of RCC works in Girder, Deck slab ,bed ,block, abutment,return wall ,pier shaft, abutment cap, pier capincluding cutting to sizes,bending,binding,placing in position on cement cubeswith cost of all materials,labour,tools and plants,all taxes,handling materials at siteand incidental charges,all complete job as per design/drawing and technical specification and MORT&H specifications clauses and other relevant clauses and direction of E/I
38.44
-
-
Miscellaneous
Providing and laying a strip seal expansion joint, catering to maximum horizontal movement upto 70 mm, complere 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
36
-
-
Providing drainage spouts with 260 mm x 260 mm M.S grating 100 mm dia 1.00 m long G.I pipe including cost of all labour and material all complete job as per design / drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I
12
-
-
Supplying fitting elastometric bearing as per IRC-83 Part-I
276480
-
-
Providing and painting of flood gauge on substructures to full ht and 500 mm width as per direction of E/I
1
-
-
Providing painting of hand rail with ready mixed paint of approved colour and texture as per specification and direction of E/I
52.53
-
-
Confirmatory boring through core drilling of BX (41 mm to 59 mm) size by rotary core drilling machine upto 20m 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 sp. and direction of E/I
30
-
-
Diversion, dismantaling, Safety Features
Cutting of trees along with branches including removal of slumps and their removal from the work site as per MORT&H Specification Cl. No.201 with the following girth sizes
a) 300 mm to 600 mm
1
-
-
Cutting of trees along with branches including removal of slumps and their removal from the work site as per MORT&H Specification Cl. No.201 with the following girth sizes
b) 600 mm to 900 mm
1
-
-
Clearing and Grubbing the road 1000.(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 unserviceable materials to be used or auctioned told a lead of 1000 mts including removal and disposal of organic soil not exceeding 150mm in thickness.
0.32
-
-
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 1000rn (including royalty © Rs. 24,00 per cum , watering. rolling 8 compaction)
86.26
-
-
Construction of embankment with approved material obtained from borrow Pits with all loads and lifts transporting 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 Rolling with vibratory Roller
6289.86
-
-
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 30C-2 including cost of watering ,rolling and compaction all complete as per specification andRolling with vibratory Roller
166.58
-
-
Construction of granular sub-base by providing coarse graded material, mix m place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete
223.5
-
-
Providing stone metal Gr-II( 63mm 1045 mm sire) with crushable type screening material in road embankment -do-do- all compete job as per specification and direction of E/l
139.2
-
-
Providing stone metal Gr-III( 53mm to 22.4 mm size) with crushable type screening material in road embankment -do-do- all complete job as per specification and direction of E/I
69.6
-
-
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 net MORT&H specification 502 (4th revision ) c as per direction of E/I
870
-
-
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
825
-
-
Providing, laying and rolling of open -graded premix surfacing of 20 min thickness composed of 13,2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades
1237.5
-
-
Maintaining the Diversion during construction period as and when required all complete job as per specification and direction of E/I
1
-
-
E/W in excavation of foundation trenches in ordinary Soil -do-do-all complete job as per specification and direction of E/I
54
-
-
Providing P.C.C. M10 with nominal mix (1:3:6) in foundation trenches and plinth -do-do-all complete job
27.75
-
-
Providing R.D R.R stone masonary with c.m.(1:3) in foundation and plinth -do-do- all complete as per specification
54.9
-
-
Providing P.C.C. M15 with nominal mix (1.2.4) in Substructure -do-do.all complete job
1.5
-
-
Laying Reinforced cement concrete pipe NP4!prestressed 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 wails and parapets
45
-
-
Type - A, "W" ; Metal Beam Crash Barrier (Providing and erecting a "W" metal be.,rn crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISN1C 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 pads 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 comple1a as per clause 810)
60
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, . cement concrete, wood work, steel work, including 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) RCC by mechanical means
49.5
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, . cement concrete, wood work, steel work, including 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 (ii) Masonary work in CM
100.8
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, . cement concrete, wood work, steel work, including 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 (iii) PCC
13.97
-
-
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