State Highway Authority Of Jharkhand Tender
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Costs
EMD
₹ 1,56,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Widening and Strengthening of Chanho, Dighiya, Purnapani, Lapung Road
Description
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Contact
Tender Id
2019_SHAJ_37938_1Bid Award Id
ViewTender No
SHAJ/PROC/CW/SBD/2019/01Tender 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 mm
4
-
-
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
920
-
-
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)
137
-
-
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 M10
68.9
-
-
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 ,M20
734.09
-
-
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
1650.67
-
-
Removal of Hume Pipe up to 600 mm dia
699.2
-
-
Removal of Hume Pipe up to 600 mm dia to 900 dia
22.8
-
-
Removal of Hume Pipe above 900 mm dia
22.8
-
-
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Bituminous course
153216
-
-
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)Dismantling ................. Pavement
1312.46
-
-
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
36
-
-
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)
71489.24
-
-
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
57191.39
-
-
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
399525.53
-
-
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
-
-
-
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
-
-
-
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
89449.98
-
-
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.)
397555.48
-
-
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.
762435.16
-
-
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)
19060.88
-
-
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)
11461.63
-
-
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.)
8241.19
-
-
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.)
1177.31
-
-
Plain cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20
336.38
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in sub-structure as per drawing and Technical Specification RCC Grade M 20
538.32
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
37.68
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
3977.63
-
-
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.)
1242
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15
248
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
764.4
-
-
Stone masonry work in cement mortar 1:3 in sub structure complete as drawing and Technical Specification Random Rubble Masonry
690
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC grade M20
13.5
-
-
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.
464.61
-
-
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)
6108
-
-
Truck & Buslays
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
-
-
-
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
1283.29
-
-
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.)
5703.5
-
-
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.
5703.5
-
-
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)
285.18
-
-
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)
171.11
-
-
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
-
-
-
Providing bus shelter
6
-
-
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coacrse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-Charge.
-
-
-
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.)
11357.42
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15
5203.17
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC grade M15
2119.92
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 25
454.28
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC grade M20
35.48
-
-
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
17.93
-
-
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)
156.4
-
-
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
1152
-
-
Painting Two Coats on Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
534.69
-
-
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.
796.68
-
-
Providing Tar Phelt Cushion under the deck slab complete job as per specification & instruction of Engineer Incharge
21
-
-
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.
504
-
-
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
504
-
-
Numbering and writing the culvert no. Etcall complete job as per instruction of Engineer incharge.
21
-
-
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.
-
-
-
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)
573.44
-
-
Providing rough dressed course stone masonary in C.M. (1:3) in super structures--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
1370.32
-
-
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification
134
-
-
Providing and laying filter material under neath pitching in slopes complete as per drawing and technical specification
2.41
-
-
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 . )
980
-
-
Providing tuck pointing on stone masonary in CM(1:3) with clean coarse sand of FM 1.5 including cost of all leads and lifts, water scaffolding, taxes and royality all complete as per building specification and direction of E/I
1788.64
-
-
Back filling around pipes and in foudation with approved soil including compaction as per MORT&H
432.32
-
-
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
1505.28
-
-
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)
1505.28
-
-
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)
60 cm equilateral triangle
100
-
-
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
40
-
-
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
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 x 45 cm rectangular
200
-
-
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)
40
-
-
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
6
-
-
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)
12
-
-
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.
45
-
-
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
1120
-
-
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)
2000
-
-
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)
1230.88
-
-
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.)
-
-
-
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)
4000
-
-
Minor Junction
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)
85.5
-
-
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
208.5
-
-
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
81.6
-
-
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.)
340
-
-
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.
340
-
-
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)
17
-
-
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)
10.2
-
-
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
196.5
-
-
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )
46.9
-
-
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
25
-
-
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.)
20
-
-
Minor Bridge
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) Ordinary Soil
449.06
-
-
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
21.71
-
-
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)
365.6
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M30 using concrete mixer
319.5
-
-
Providing and laying PCC M15 Levelling course of 100 thick below Pile cap
19.44
-
-
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
200
-
-
Supply, fitting and placing uncoated HYSD bars reinforcement in foundation complete as techncial specifications foundation
41.18
-
-
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
285.36
-
-
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
74.23
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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
12.31
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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
174.24
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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 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
46
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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
Sub structure
13.69
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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.) RCC M30
350.79
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
125.76
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Providing and laying Reinforced cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical specification
51.4
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Providing and laying RCC Approach slab M30 grade including reinforcement and formwork complete as per drawing and Technical specifications
24.62
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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
Super structure
66.36
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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.)
48
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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
18
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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
414720
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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
60
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
81.73
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