Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Civil Works
Eprocure
Opening Date14 May 2022
Closing Date12 May 2022
Tender Amount₹ 2,89,50,00,000
Costs
EMD
₹ 5,79,00,000Document Cost
₹ 30,000Tender Fee
Refer Documents
Summary
Imprv And Upgdn And 5-year Performance Based Maint.works Of Rd Kumurakata Jv-jamuna River District Boundary
Description
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Contact
Tender Id
2022_ARNIP_25555_2Bid Award Id
ViewTender No
CE/ARNIP/A/RI-3/15/2022/3, May 11, 2022Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://assamtenders.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 lead and lifts and earth/sand filling in the depression/pit created as per Technical specifications Clause No.201)
d) Girth above 1800 mm
4
-
-
Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201
Girth from 300 mm to 600 mm
3676
-
-
Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201
Girth from 600 mm to 900 mm
1693
-
-
Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201
Girth from 900 mm to 1800 mm
221
-
-
Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical specifications Clause No.201
Girth above 1800 mm
53
-
-
Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of roots of trees cut earlier and disposal of unserviceable materials, stacking of serviceable material to be used as directed by Engineer as per technical specification Clause No.201)
24.06
-
-
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials to shown location, stacking serviceable and unserviceable materials separately, By mechanical means as per Technical specification clause No 202.)
Bituminous courses
2880.43
-
-
Dismantling of Flexible Pavements (Dismantling of flexible pavements and taking dismantled materials to construction camp, stacking serviceable and unserviceable materials separately for re-use as per additional Technical specification A-3, By mechanical means.as per drawing and technical specification)
Granular courses
6118.59
-
-
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 lift and lead as per Technical specification Clause No.202 Cement Concrete (PCC and RCC) (M-15 & M-20)
58.5
-
-
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, prestressed concrete, wood work, steel work, including Tools and plants (T&P) and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead.)
Cement Concrete (RCC Above M-20)
55.83
-
-
Dismantling of Structures (Dismantling Brick / Tile work / Stone Masonry in cement mortar including Tools and plants (T&P) and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead.)
74.25
-
-
Removing all type of Hume pipe culverts of any diameter including masonry works and stacking pipes at location shown by Engineer as per technical Specifications clause 202.2
105
-
-
Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit as per technical specification clause 202.3.) 5th KM stone
4
-
-
Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit as per technical specification clause 202.3) Ordinary KM Stone
15
-
-
Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit as per technical specification clause 202.3) Hectometre Stone/200-M stone
30
-
-
Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location. As per Clause.301.3 technical specification)
68644.72
-
-
Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator including cutting and loading in tippers and disposal with in all lifts and lead, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, as per technical specification Clause .301.3)
200
-
-
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 requirements of Technical specification Clause No.305
292395.14
-
-
Construction of Embankment with materials deposited from roadway cutting (Construction of embankment with approved Material 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 and as per technical specification Clause 305).
59934.29
-
-
Construction of Subgrade/Median/Earthen Shoulders (Construction of sub-grade, Median 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 and Technical specification Clause 305 and 408)
146671.06
-
-
Construction of Separator, Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per Technical specification clause 408.
113.4
-
-
Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (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 Technical specification clause 401)
(I) For Grading I Material
53945.14
-
-
Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road (Table:- 400- 1) ( Construction of granular sub-base by reuse of excavated non bituminous base and sub base roadway material from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter 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 and Table 400-2 of Technical Specification and clause No. 401)
(i)For Grading V Material
4283.02
-
-
Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate as per Technical specification including premixing the Material with water at Optimum Moisture Content in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per Technical specification clause No.406)
64682.21
-
-
Prime Coat Providing and applying primer coat as per Technical specification clause 502 with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineer.
253422.95
-
-
Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
256054.14
-
-
Dense Bituminous Macadam
Providing and laying dense bituminous macadam Grading II (19mm nominal aggregate size) using VG 30 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause .505 .
17429.26
-
-
Bituminous Concrete
Providing and laying bituminous concrete Grading II (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause 501.2 .1 and IRC SP-53-2010
10212.14
-
-
Drain/Breast wall
Excavation in Soil for Structures using Hydraulic Excavator Tippers with disposal all lead and lifts. (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising the remaining earth locally for road work). As per Clause 304 technical specification
16048
-
-
Drain/ Breast wall
Plain cement Concrete in open foundation complete as per drawing & technical specifications Clause 1704.3 PCC grade M15
3209.6
-
-
Drain
Reinforced cement Concrete in open foundation complete as per drawing & technical specifications RCC grade M25 using concrete mixture Section 2100
9440
-
-
Drain
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications Section 1600
566.4
-
-
Drain
Supplying and fixing of cast iron grating of size 400mm x 150mm @20m c/c in covered drain and for entry of water as per Technical Specification Clause 309.
944
-
-
Drain/ Breast wall
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 specification Clause No.2706
18880
-
-
Retaining wall/ Toe wall
Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location). As per Clause 304 technical specification)
33047.69
-
-
Retaining wall/ Toe wall
Supplying, fitting and placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600
42.13
-
-
Retaining wall/ Toe wall
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600
1316.6
-
-
Retaining wall/ Toe wall
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 specification Clause No.2706
6560
-
-
Retaining wall/ Toe wall
Providing and laying Plain cement concrete mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2100 drawings and Technical specifications and as directed by the Engineer-in-charge.
PCC M15 grade
1860.9
-
-
Retaining wall/ Toe wall
Providing and laying Reinforced cement concrete mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2200 drawings and Technical specifications and as directed by the Engineer-in-charge.
RCC M25 grade (Using Batching Plant, Transit Mixer and Concrete Pump)
702.1
-
-
Retaining wall/ Toe wall
Providing and laying Reinforced cement concrete in Foundation mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2200 drawings and Technical specifications and as directed by the Engineer-in-charge.
RCC M30 grade (Using Batching Plant, Transit Mixer and Concrete Pump)
11129.83
-
-
Retaining wall/ Toe wall
Providing and laying Reinforced cement concrete in Sub structure mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2200 drawings and Technical specifications and as directed by the Engineer-in-charge.
RCC M30 grade (Using Batching Plant, Transit Mixer and Concrete Pump)
9349.71
-
-
Retaining wall
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 surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification Section 2500
5111.4
-
-
Cast in Situ Cement Concrete M20 kerb with kerb laying machine, foundation concrete laid manually as per given drawing and Technical specifications Clause 409
476.07
-
-
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 and Technical specification clause no 801.3
90 cm equilateral triangle
181
-
-
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 and Technical specification clause 801.3
80 mm x 60 mm rectangular
364
-
-
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 and Technical specification clause no 801.3
60 cm x 45 cm rectangular
8
-
-
Retro-Reflectorised Traffic Signs
Supplying and installation of Retro Reflectorized Indicators, 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 reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge.
One way hazard marker
132
-
-
Retro-Reflectorised Traffic Signs
Supplying and installation of Retro Reflectorized Indicators, 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 reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge.
Object hazard marker
154
-
-
Retro-Reflectorised Traffic Signs
Supplying and installation of Retro Reflectorized Indicators, 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 reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per approved drawings and Technical specifications and as directed by the Engineer-in-charge. Road way delineator
756
-
-
Retro-Reflectorised Traffic Signs
Supplying and installation of Retro Reflectorized Indicators, 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 reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge. Raised pavement marker (Solar)
120
-
-
Retro-Reflectorised Traffic Signs
Supplying and installation of Retro Reflectorized Indicators, 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 reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per approved drawings, Technical specification and as directed by the Engineer-in-charge. Chevroh 600 x 750 mm
224
-
-
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 and technical specification Clause No.801.3 Mandatory / Regulatory sign
102
-
-
Direction and Place Identification Signs with size more than 0.9 Sqm size Board.
Providing and erecting direction and place identification retro- reflectrorised sign as per IRC :67 made of high intensity grade 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 and Clause No.801.3
576.96
-
-
Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometre Stone (Second revision)
5th kilometre stone (Precast)
6
-
-
Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometre Stone (Second revision)
Ordinary Kilometre stone (Precast)
21
-
-
Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometre Stone (Second revision)
Hectometre stone (Precast)
104
-
-
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 as per Technical specification Clause No. 803.4
7892.4
-
-
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 as per Technical specification Clause No. 807
756
-
-
Pedestrian Guard Rail: Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings and Technical Specification clause 809
18880
-
-
Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC 98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC 98 - 2011 and approved drawings, Single Row for one utility service
1015
-
-
Road Stud with Lense Reflector
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) and Technical specification Clause 804.
4325
-
-
Supply & installation of solar street light proposed at Major & Minor Junction Location, Bus Bay & Bus Shelter Location as per drawing and Clause No. 12.4 of IRC SP 73 :2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision) including erection of poles,foundation etc complete
148
-
-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
138.03
-
-
Construction of R.C.C Bus shelter as per drawing and Technical specifications Clause No. 12.6 of IRC SP 73 :2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision)
20
-
-
Bus Bay
Construction of Bus Bay as per drawing and Technical specification
10
-
-
Supplying, Fitting, Fixing and Installation of 300 mm Solar Blinker. LED - 216 Solar Panel 30 Watt Battery - 12 AH along with foundation,erection of of poles etc. all complete .
19
-
-
Box Culvert
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification Clause No 304, 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.
10501.2
-
-
Box Culvert
Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification including steel shuttering formwork and Technical specification Section 2100 RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
1918.57
-
-
Box Culvert
Reinforced cement concrete, in sub structure complete as per drawing and technical specification Section.2200 and steel shuttering formwork
RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
2130.88
-
-
Box Culvert
Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ Section 2300 including steel shuttering formwork.
RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
675.96
-
-
Box Culvert
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and Technical specifications Section 1600
191.86
-
-
Box Culvert
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub structure complete as per drawing and Technical specification Section 1600
222.74
-
-
Box Culvert
Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D bar reinforcement in super-structure including splicing complete as per drawing and technical specification Section 1600
78.2
-
-
Box Culvert
Plain cement concrete, in foundation complete as per drawing and Technical specification section 2100 including steel shuttering formwork.
PCC Grade M15
786.26
-
-
Box Culvert
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 surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification Section 2500
3275.5
-
-
Box Culvert
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 specification Clause 2706
1244
-
-
Box Culvert
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification as Per clause 305
6275.46
-
-
Box Culvert
Stone/Boulder Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Section 2500
289.26
-
-
Box Culvert
Providing and laying Stone/Boulder 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 specifications Section 2500
668.42
-
-
Box Culvert
Rigid Apron: -Providing and laying Flooring complete as per drawing and Technical specifications Section 2500 laid over cement concrete bedding.
Rubble stone laid in cement mortar 1:3
727.77
-
-
Box culvert
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
271.08
-
-
Box culvert
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
849.66
-
-
Box culvert
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification Clause no 2604
184.8
-
-
Box Culvert
Plain cement concrete, in foundation complete as per drawing and Technical specification 2507 including steel shuttering formwork. Curtain wall/flexible Apron/Toe wall
PCC Grade M 15
1232.74
-
-
Box Culvert
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification 2503.
2472.82
-
-
Box Culvert
RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
325.18
-
-
Minor Bridge
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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.) including Marshy soil With Dewatering
1859.15
-
-
Minor Bridge
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification clause no 2100 including steel shuttering formwork.
255.65
-
-
Minor Bridge
Plain cement concrete, in foundation complete as per drawing and Technical specification 2507 including steel shuttering formwork. Curtain wall/flexible Apron
PCC Grade M20
40.42
-
-
Minor Bridge
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification clause 1204.
26.33
-
-
Minor Bridge
Plain/Reinforced Cement Concrete M30 Grade, in Well curb of Well Foundation complete as per Drawing and Technical Specification clause 1205 With Batching Plant, Transit Mixer and Concrete Pump
205.02
-
-
Minor Bridge
Plain/Reinforced Cement Concrete (PCC) M25 Grade , in Bottom Plug of Well Foundation complete as per Drawing and Technical Specification clause 1209 With Batching Plant, Transit Mixer and Concrete Pump
446.75
-
-
Minor Bridge
Sinking of 7.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Depth below bed level upto 3.0 M
12
-
-
Minor Bridge
Sinking of 7.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
28
-
-
Minor Bridge
Sinking of 7.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
40
-
-
Minor Bridge
Sinking of 7.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 20m upto 30m depth
16
-
-
Minor Bridge
Sinking of 8.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Depth below bed level upto 3.0 M
12
-
-
Minor Bridge
Sinking of 8.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
28
-
-
Minor Bridge
Sinking of 8.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
40
-
-
Minor Bridge
Sinking of 8.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 20m upto 30m depth
30
-
-
Minor Bridge
Plain/Reinforced Cement Concrete M30 Grade, in Well Steining of Well Foundation complete as per Drawing and Technical Specification clause 1207 With Batching Plant, Transit Mixer and Concrete Pump
2952.8
-
-
Minor Bridge
Supplying and filling of sand in Wells complete as per Drawing and Technical Specification clause 1210
1233.73
-
-
Minor Bridge
Plain/Reinforced Cement Concrete (PCC) M25 Grade , in Top/ Intermediarte Plug of Well Foundation complete as per Drawing and Technical Specification clause 1211 & 1700 With Batching Plant, Transit Mixer and Concrete Pump
56.34
-
-
Minor Bridge
Water filling in wells complete as per drawing and technical specifications
1233.73
-
-
Minor Bridge
Plain/Reinforced Cement Concrete M35 Grade , in Well cap of Well Foundation complete as per Drawing and Technical Specification clause 1212,1213 and 1700 using Batching Plant, Transit Mixer and Concrete Pump
1074
-
-
Minor Bridge
Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
140.82
-
-
Minor Bridge
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
926.32
-
-
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification Section 2300
Sesmic Arrester and Pedestail
PSC Grade M-40, Using Batching plant
37.44
-
-
Minor Bridge
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of Technical specifications complete including all accessories as per drawing and Technical Specification.
28704
-
-
Minor Bridge
Supplying, fitting and fixing in position true to line and level Bearing conforming to IRC: 83 (Part-III) section IX and clause no 2006 complete including all accessories as per drawing and Technical Specification.
Pot-PTFE bearings, Pin bearing and Metal guide bearing
5974
-
-
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-45, Using Batching plant
326.4
-
-
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-45, Using Batching plant
250.84
-
-
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-40, Using Batching plant
58.17
-
-
Minor Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-35, Using Batching plant
158.88
-
-
Minor Bridge
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
43.56
-
-
Minor Bridge
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
92.4
-
-
Minor Bridge
Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works Clause No.2606
96
-
-
Minor Bridge
Supplying and fixing Drainage Spouts all complete as per drawing and Technical specification Clause No.2705
27
-
-
Minor Bridge
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 specification Clause 2706
622
-
-
Minor Bridge
Supplying, fitting and placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600
365.57
-
-
Minor Bridge
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specification section 1600
111.15
-
-
Minor Bridge
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600
102.72
-
-
Minor Bridge
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section1800
16.32
-
-
Minor Bridge
RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
276.8
-
-
Minor Bridge
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
415.2
-
-
Minor Bridge
Printing of Bridge No. and span arrangement of any shade with synthetic enamel paint black or any other approved colour to give an even shade as complete as per Technical specifications and as directed by the Engineer-in-charge.
10
-
-
Minor Bridge Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005Cum per 10 Sqm. and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No.516
1522.4
-
-
Minor Bridge
Bituminous Concrete
Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1
(i) with PMB-70 Grade Bitumen
(i) for grading 2 (13.2mm nominal size)
60.9
-
-
Minor Bridge
Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
1522.4
-
-
Minor Bridge
Back filling behind abutment, wing wall and return wall complete as per drawing, IRC and Technical Specification Clause-305
1533.49
-
-
Minor Bridge
Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and Appendix 6 of IRC78 :2014 "Standard Specifications and Code of Practice for Road Bridges"
596.16
-
-
Minor Bridge
Providing and laying Stone/boulder 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 Clause No.2503.2
217.69
-
-
Minor Bridge
Providing and laying Stone/Boulder 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 specifications Section 2500
411.89
-
-
Minor Bridge
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
198.03
-
-
Minor Bridge Rigid Apron: -Providing and laying Flooring complete as per drawing and Technical specifications Section 2500 laid over cement concrete bedding.
Rubble stone laid in cement mortar 1:3
15.23
-
-
Major Bridge
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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) upto required depth including marshy soil
With dewatering
4275.72
-
-
Major Bridge
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications (Clauses - 1100, 1500 & 1700) RCC M-35 grade using batching plant and concrete pump
2875.18
-
-
Major Bridge
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications clause 1100 & 1700 and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diametre-1200 mm)
6282
-
-
Major Bridge
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification clause 1204.
25.51
-
-
Major Bridge
Plain/Reinforced Cement Concrete M30 Grade, in Well curb of Well Foundation complete as per Drawing and Technical Specification clause 1205 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
167.26
-
-
Major Bridge
Plain/Reinforced Cement Concrete (RCC) M25 Grade , in Bottom Plug of Well Foundation complete as per Drawing and Technical Specification clause 1209 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
382.17
-
-
Major Bridge
Sinking of 6.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Depth below bed level upto 3.0 M
24
-
-
Major Bridge
Sinking of 6.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
56
-
-
Major Bridge
Sinking of 6.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
80
-
-
Major Bridge
Sinking of 6.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 20m upto 30m depth
80
-
-
Major Bridge
Plain/Reinforced Cement Concrete M30 Grade, in Well Steining of Well Foundation complete as per Drawing and Technical Specification clause 1207 & 1700 With Batching Plant, Transit Mixer and Concrete Pump
3320.62
-
-
Major Bridge
Supplying and filling of sand in Wells complete as per Drawing and Technical Specification clause 1210
1417.89
-
-
Major Bridge
Providing and laying Plain cement concrete in Levelling Course, mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2100 drawings and Technical specifications and as directed by the Engineer-in-charge.
PCC M15 grade
177.96
-
-
Major Bridge
Plain cement concrete, in foundation complete as per drawing and Technical specification 2507 including steel shuttering formwork. Curtain wall/flexible Apron
PCC Grade M20
10.38
-
-
Major Bridge
Plain/Reinforced Cement Concrete (RCC) M25 Grade , in Top/ Intermediarte Plug of Well Foundation complete as per Drawing and Technical Specification clause 1211 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
54.16
-
-
Major Bridge
Plain/Reinforced Cement Concrete M35 Grade , in Well cap of Well Foundation complete as per Drawing and Technical Specification clause 1212, 1213 & Section 1700 using Batching Plant, Transit Mixer and Concrete Pump
524.84
-
-
Major Bridge
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
2581.91
-
-
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification Section 2300
Sesmic Arrester and Pedestail
Grade M-40, Using Batching plant
268.9
-
-
Major Bridge
Supplying, fitting and fixing in position true to line and level Bearing conforming to IRC: 83 (Part-III) section IX and clause no 2006 complete including all accessories as per drawing and Technical Specifications.
Pot-PTFE bearings, Pin bearing and Metal guide bearing
74509
-
-
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-45, Using Batching plant
5184.3
-
-
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-45, Using Batching plant
3879.26
-
-
Major Bridge
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
27.23
-
-
Major Bridge
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
127.72
-
-
Major Bridge
Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works Clause No.2606
502
-
-
Major Bridge
Supplying and fixing Drainage Spouts all complete as per drawing and Technical specification Clause No.2705
532
-
-
Major Bridge
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 specification Clause 2706
13
-
-
Major Bridge
Supplying, fitting and placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600
1709.88
-
-
Major Bridge
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600
418.67
-
-
Major Bridge
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600
1355.77
-
-
Major Bridge
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section1800
259.21
-
-
Major Bridge
RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
2720.4
-
-
Major Bridge
Bituminous Concrete
Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1 and IRC SP-53-2010
(i) with PMB-70 Grade Bitumen
(i) for grading 2 (13.2mm nominal size)
600.82
-
-
Major Bridge
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005Cum per 10 Sqm. and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause 2702.
15020.59
-
-
Major Bridge
Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
15020.59
-
-
Major Bridge
Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and Appendix 6 of IRC78 :2014 "Standard Specifications and Code of Practice for Road Bridges"
16.18
-
-
Major Bridge
Providing and laying Stone/Boulder 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 specifications Section 2500
48.72
-
-
Major Bridge
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
4080.59
-
-
Major Bridge
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and Section 2500
24.36
-
-
Major Bridge
Back filling behind abutment, wing wall and return wall complete as per drawing, IRC and Technical Specification Clause-305 (Granular / Sandy Material)
14.18
-
-
Major Bridge
Reinforced Cement Concrete Crash Barrier including friction slab (Provision of an Reinforced cement concrete crash barrier including friction slab at the edges of the Major Bridge approaches constructed with M-40 grade concrete with HYSD reinforcement 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 and approved drawing and at locations directed by the Engineer as per technical specification clause no 3106.7
2031.02
-
-
Major Bridge
Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material (M-35 grade) and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall; as per section-3100 of technical specification
10906.65
-
-
Major Bridge
Providing, placing and compacting approved backfill material in layers as per approved methodology for reinforced fill portion and random fill portion in the approaches between the Reinforced Soil (RS) Wall panels as per approved drawings and particular specifications. Item to include 500 mm thick sub-grade construction as per specifications with CBR under soaked conditions not less than 6%. All incidental work required to complete the job shall be included in the quoted rates. The item shall be measured and paid for the finished volume of backfill and subgrade placed in position excluding the volume of filter media at behind the RS walls. a) With fine sand
45070.81
-
-
Major Bridge
Ground Improvement with Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers, mixing by mix in place method with rotavator at OMC, and compacting to achieve the desired density, complete as per Technical specifications clause 401)
17121
-
-
Flyover
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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) upto required depth including marshy soil
With dewatering
339.62
-
-
Flyover
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications (Clauses - 1100, 1500 & 1700) RCC M-35 grade using batching plant and concrete pump
239.6
-
-
Flyover
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications clause 1100 & 1700 and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diametre-1200 mm)
450
-
-
Flyover
Providing and laying Plain cement concrete in Levelling Course, mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2100 drawings and Technical specifications and as directed by the Engineer-in-charge.
PCC M15 grade
14.15
-
-
Flyover
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
173.94
-
-
Flyover
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification Section 2300
Sesmic Arrester and Pedestail
Grade M-40, Using Batching plant
1.8
-
-
Flyover
Supplying, fitting and fixing in position true to line and level Bearing conforming to IRC: 83 (Part-III) section IX and clause no 2006 complete including all accessories as per drawing and Technical Specifications.
Pot-PTFE bearings, Pin bearing and Metal guide bearing
3584
-
-
Flyover
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-45, Using Batching plant
243.25
-
-
Flyover
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-45, Using Batching plant
188.83
-
-
Flyover
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
11.39
-
-
Flyover
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
34.98
-
-
Flyover
Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works Clause No.2606
36
-
-
Flyover
Supplying and fixing Drainage Spouts all complete as per drawing and Technical specification Clause No.2705
26
-
-
Flyover
Supplying, fitting and placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600
95.51
-
-
Flyover
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600
20
-
-
Flyover
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600
54.54
-
-
Flyover
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section1800
12.16
-
-
Flyover
RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
153.48
-
-
Flyover
Bituminous Concrete
Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1 and IRC SP-53-2010
(i) with PMB-70 Grade Bitumen
(i) for grading 2 (13.2mm nominal size)
33.77
-
-
Flyover
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005Cum per 10 Sqm. and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause 2702.
844.14
-
-
Flyover
Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
844.14
-
-
Flyover
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
230.22
-
-
Flyover
Printing of Bridge No. and span arrangement of any shade with synthetic enamel paint black or any other approved colour to give an even shade as complete as per Technical specifications and as directed by the Engineer-in-charge.
2
-
-
Flyover
Reinforced Cement Concrete Crash Barrier including friction slab (Provision of an Reinforced cement concrete crash barrier including friction slab at the edges of the Flyover approaches constructed with M-40 grade concrete with HYSD reinforcement 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 and approved drawing and at locations directed by the Engineer as per technical specification clause no 3106.7
1868.4
-
-
Flyover
Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material (M-35 grade) and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall; as per section-3100 of technical specification
10964.14
-
-
Flyover
Providing, placing and compacting approved backfill material in layers as per approved methodology for reinforced fill portion and random fill portion in the approaches between the Reinforced Soil (RS) Wall panels as per approved drawings and particular specifications. Item to include 500 mm thick sub-grade construction as per specifications with CBR under soaked conditions not less than 6%. All incidental work required to complete the job shall be included in the quoted rates. The item shall be measured and paid for the finished volume of backfill and subgrade placed in position excluding the volume of filter media at behind the RS walls. a) With fine sand
36710.63
-
-
Flyover
Ground Improvement with Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers, mixing by mix in place method with rotavator at OMC, and compacting to achieve the desired density, complete as per Technical specifications clause 401)
6072.3
-
-
VUP
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 304, 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) upto required depth including marshy soil
With dewatering
259.28
-
-
VUP
Providing and laying Plain cement concrete in Levelling Course, mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2100 drawings and Technical specifications and as directed by the Engineer-in-charge.
PCC M15 grade
29.07
-
-
VUP
Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
42.12
-
-
VUP
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-35
148.06
-
-
VUP
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 Slab Grade M-35, Using Batching plant
37.44
-
-
VUP
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
10.89
-
-
VUP
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
23.1
-
-
VUP
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification Clause no 2604
24
-
-
VUP
Supplying and fixing Drainage Spouts all complete as per drawing and Technical specification Clause No.2705
4
-
-
VUP
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 specification Clause 2706
277
-
-
VUP
Supplying, fitting and placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600
3.79
-
-
VUP
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600
12.77
-
-
VUP
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600
3.74
-
-
VUP
RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
29.6
-
-
VUP
Bituminous Concrete
Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1 and IRC SP-53-2010
(i) with PMB-70 Grade Bitumen
(i) for grading 2 (13.2mm nominal size)
5.03
-
-
VUP
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005Cum per 10 Sqm. and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause 2702.
125.8
-
-
VUP
Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
125.8
-
-
VUP
Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and Appendix 6 of IRC78 :2014 "Standard Specifications and Code of Practice for Road Bridges"
136.1
-
-
VUP
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
88.8
-
-
VUP
Back filling behind abutment, wing wall and return wall complete as per drawing, IRC and Technical Specification Clause-305 (Granular / Sandy Material)
562.73
-
-
VUP
Reinforced Cement Concrete Crash Barrier including friction slab (Provision of an Reinforced cement concrete crash barrier including friction slab at the edges of the VUP_PUP_RUB approaches constructed with M-40 grade concrete with HYSD reinforcement 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 and approved drawing and at locations directed by the Engineer as per technical specification clause no 3106.7
280
-
-
VUP
Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material (M-35 grade) and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall; as per section-3100 of technical specification
1639.88
-
-
VUP
Providing, placing and compacting approved backfill material in layers as per approved methodology for reinforced fill portion and random fill portion in the approaches between the Reinforced Soil (RS) Wall panels as per approved drawings and particular specifications. Item to include 500 mm thick sub-grade construction as per specifications with CBR under soaked conditions not less than 6%. All incidental work required to complete the job shall be included in the quoted rates. The item shall be measured and paid for the finished volume of backfill and subgrade placed in position excluding the volume of filter media at behind the RS walls. a) With fine sand
2809
-
-
VUP
Ground Improvement with Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers, mixing by mix in place method with rotavator at OMC, and compacting to achieve the desired density, complete as per Technical specifications clause 401)
1916
-
-
Repair and Maintenance of Bridges
Bituminous Concrete
Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification clause 501.2 .1 and IRC SP-53-2010
41.73
-
-
Repair and Maintenance of Bridges
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005Cum per 10 Sqm. and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No.516
1043.25
-
-
Repair and Maintenance of Bridges
Dismantling of existing wearing coat including bituminous overlay manually or with the help of jack hammers including its removal and disposal and preparation of surface to receive a layer of mastic asphalt complete without causing any detrimental effect to any part of the bridge structure with all lifts and leads complete as per Technical specifications clause 2811
1043.25
-
-
Repair and Maintenance of Bridges
Cleaning and removing of all debris from pier caps, abutment caps and around bearings of existing bridges including provision of access platform/scaffolding with all lifts and leads complete as per MoRT&H Technical specifications
24
-
-
Environment Management Cost
Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality standards
near all hot mix plant locations approved by the Engineer .
57
-
-
Environment Management Cost
Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Air Quality Standards in respect of noise formulated by MoEF&CC and the World Bank (IFC) Air Quality standards. At equipment yards/ Hot mix plants/ Construction Camps
49
-
-
Environment Management Cost
Water Quality Testing for parametres as per IS: 10500-2012 along the road in accordance with CPCB normsand Environmental Monitoring Pland and as directed by Engineer
Surface Water Quality testing during Construction Stage
34
-
-
Environment Management Cost
Soil Quality Testing along the project road in accordance with CPCB norms and Environmental Monitoring Plan
22
-
-
Environment Management Cost
Silt Fencing near water bodies adjacent to road
500
-
-
Environment Management Cost
Oil interceptors at parking/ servicing of construction vehicles
1
-
-
Environment Management Cost
Provision of Noise barrier at sensitive areas like schools and hospitals. The noise barriers of hollow brick wall/ reinforced concrete panels with height of 3.5m. School location
212
-
-
Environment Management Cost
Enhancement of ponds including turfing of sods,construction of unlined surface drains in soil of average cross sectional area 0.40sqm as per IRC guidelines and approved by Engineer
750
-
-
Environment Management Cost
Dust suppression in haul roads, material storage location and all active locations by sprinking water from water tankers
800
-
-
Environment Management Cost
Supplying ,installating all complete of D.R.D.O Technology Bio-Digester tanks Rota-molded double wall manufactured in automatic Rota-molding machines using superior grade Virgin LLDPE (Polymer) with 2.5% Carbon Black, UV Resistant Polymer leading to highest quality consistency. Thickness of the outer shell of minimum 6mm, partitions made from HDPE Polymer of 8mm thick. Immobilization Matrices of Heavy Duty Poly Grass PVC Matting lining along the partitions on both sides. Heavy duty pipes & fitting shall be used in these tanks of Finolex or equivalent make. Fasteners made of Brass shall be used inside the tank with manufacturer’s test certificate and including AMI (Bacteria) of 600 liters per tank Size of Tank: 2000 Litres capacity upto 20-30 users per day; Tank Diameter of 1425mm; Tank Height of 1600mm; Outlet pipe diameter 75mm; inlet pipe diameter 110mm
4
-
-
Environment Management Cost
Supplying and Installation of FRP Toilet Cabin IWC (Ceramic Pan) type of size 1250mm X 915mm X 2400mm with ± 5% tolerance all complete
8
-
-
Environment Management Cost
Providing solid waste management facility in construction camp, HDPE Garbage Container, Size: 940 X 480 X 550mm(LxWxD) all complete
6
-
-
Environment Management Cost
Occupational safety appliances and PPEs for Covid-19
24
-
-
Environment Management Cost
Constructing Rainwater Harvesting Structures all complete in all respect and confirming to the relevant specifications
36
-
-
Environment Management Cost
Construction of RCC Sitting Bench at Community/ Public places (as approved by Engineer) of 2M X 0.6M in M20 including reinforcement complete in all respect as per Plan & Elevation given
10
-
-
Provisional Sum for Road Facilities and Amenities
1
-
-
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