Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Mar 2024
Closing Date19 Jun 2024
Tender Amount₹ 2,48,54,00,000
Costs
EMD
₹ 4,97,00,000Document Cost
₹ 30,000Tender Fee
Refer Documents
Summary
Improvement, Upgradation And 5 Year Performance Based Maintenance Works Of Road
Description
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Contact
Tender Id
2024_PWD_37315_1Bid Award Id
ViewTender No
CE/ARNIP/20/2022/4Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.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
5852
-
-
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
2697
-
-
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
355
-
-
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
86
-
-
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)
103.33
-
-
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
8170.88
-
-
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 Pools 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)
25.1
-
-
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.)
561.11
-
-
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
680.2
-
-
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
6
-
-
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
24
-
-
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
48
-
-
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)
1807875.09
-
-
Excavation in Ordinary Rock using Hydraulic Excavator and Tippers within all lifts and leads. (Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lift 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)
500
-
-
Excavation in Hard Rock using Hydraulic Excavator and Tippers within all lifts and leads. (Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lift 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) (blasting prohibited)
500
-
-
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)
2988.07
-
-
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 specifications Clause No.305
19387.5
-
-
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).
784163.2
-
-
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)
233055.15
-
-
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 specifications clause 401)
(I) For Grading I Material
89570.52
-
-
Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road and hard rock obtained from excavation (Table:- 400- 1) ( Construction of granular sub-base by reuse of excavated non bituminous base and sub base roadway material from existing road and hard rock obtained from excavation during construction, 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)
(i) For Grading V Material
2625
-
-
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)
89806.97
-
-
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.
361802.02
-
-
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.
348404.72
-
-
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 .
20519.91
-
-
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
13904.31
-
-
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)
68802.36
-
-
Drain/ Breast wall
Plain cement Concrete in open foundation complete as per drawing & technical specifications Clause 1704.3 PCC grade M15
3008.7
-
-
Drain
Reinforced cement Concrete in open foundation complete as per drawing & technical specifications RCC grade M25 using concrete mixture Section 2100
2088.2
-
-
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
125.29
-
-
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.
212
-
-
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
55470
-
-
Drain / Breast wall
Random Rubble Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specification.
52557.2
-
-
Breast 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
1791.45
-
-
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
617
-
-
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 circular
77
-
-
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
230
-
-
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 specification and as directed by the Engineer-in-charge.
One way hazard marker
508
-
-
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 specification and as directed by the Engineer-in-charge. Road way delineator
20
-
-
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 specification and as directed by the Engineer-in-charge. Raised pavement marker (Solar)
3480
-
-
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
1782
-
-
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 and Clause No.801.3 Mandatory / Regulatory sign
51
-
-
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 Technical specification Clause No.801.3
6.24
-
-
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)
25
-
-
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)
122
-
-
Overhead Signs of including Truss, Two Vertical Post, concrete foundation all complete
Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectrorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in Technical specification clause 802.2 and 802.3 and installed as per Technical specification clause 802.6 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 drawing and plans and Technical specifications complete and Technical specification Clause No.802
1
-
-
Metal Beam Crash Barrier
Type - A, “W” : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 x5 mm, 546 mm long complete as per Technical specification clause 811.3 complete job as per approved drawings.
400
-
-
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
12351.08
-
-
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 Clause No. 807
150
-
-
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)
2120
-
-
Providing and laying of Edge Stone as per drawing and Technical specifications Clause 309.3
22980
-
-
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.
11493
-
-
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
123
-
-
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)
26
-
-
Bus Bay
Construction of Bus Bay as per drawing and Technical specifications
2
-
-
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 .
10
-
-
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.
24910.19
-
-
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
4325.78
-
-
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
4135.63
-
-
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
906.45
-
-
Box Culvert
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and Technical specifications Section 1600)
313.77
-
-
Box Culvert
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub structure complete as per drawing and Technical specifications Section 1600)
411.62
-
-
Box Culvert
Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D (reinforcement in super-structure including splicing complete as per drawing and technical specification Section 1600)
130.86
-
-
Box Culvert
Plain cement concrete, in foundation complete as per drawing and Technical specification section 2100 including steel shuttering formwork.
PCC Grade M15
2196.55
-
-
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
6392.54
-
-
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
1898
-
-
Box Culvert
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification as Per clause 305
10898.41
-
-
Box Culvert
Stone/Boulder Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Section 2500
787.14
-
-
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
1827.49
-
-
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
725.09
-
-
Box Culvert
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.
189
-
-
Box Culvert
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
39.8
-
-
Box Culvert
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
124.74
-
-
Box Culvert
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification Clause no 2604
207.9
-
-
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
2490.1
-
-
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.
4995
-
-
Box Culvert
Construction of crash barrier, parapet, coping beam with friction slab in M-30 grade concrete complete as per technical specification and drawing.
415.1
-
-
Box Culvert
Printing of culvert 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.
76
-
-
Box Culvert
Providing, fixing and laying Square Rubble Coursed Rubble Masonry
29.2
-
-
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
1618.51
-
-
Minor Bridge
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification clause no 2100 including steel shuttering formwork.
23.42
-
-
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
P.C.C. grade M-20
23.61
-
-
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
198.96
-
-
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
262.14
-
-
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
4.29
-
-
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 Specifications.
Pot-PTFE bearings, Pin bearing and Metal guide bearing
3250
-
-
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
118.69
-
-
Minor Bridge
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704
10.89
-
-
Minor Bridge
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704
23.1
-
-
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
24
-
-
Minor Bridge
Supplying and fixing Drainage Spouts all complete as per drawing and Technical specification Clause No.2705
18
-
-
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
252
-
-
Minor Bridge
Supplying, fitting and placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600
29.19
-
-
Minor Bridge
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specification section 1600
40.78
-
-
Minor Bridge
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600
16.68
-
-
Minor Bridge
Providing and Fixing Steel Girder for Superstructure including painting complete as per drawing and technical specifications under Section 1900.
189
-
-
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
105.2
-
-
Minor Bridge
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
157.8
-
-
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.
2
-
-
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
578.6
-
-
Minor 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)
23.14
-
-
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.
578.6
-
-
Minor Bridge
Back filling behind abutment, wing wall and return wall complete as per drawing, IRC and Technical Specification Clause-305
616.94
-
-
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"
201.55
-
-
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
28.82
-
-
Minor Bridge
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
14.41
-
-
Slope Protection & Landslide Mitigation work
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) Ordinary Soil
42125
-
-
Slope Protection & Landslide Mitigation work
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) In all kind of Rocks
3600
-
-
Slope Protection & Landslide Mitigation work
Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32Kgs per 10Sqm having minimum tensil strength of 300Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into meshes with double twist, mesh size not exceeding to 100mmX100mm , firred with boulders at least dimension of 200mm , all loose ends to be tied with 4mm galvenized steel wire.) As per Clause 2503.3 of Technical Specification
26025
-
-
Slope Protection & Landslide Mitigation work
Plain cement concrete, in foundation complete as per drawing and Technical specification section 2100 including steel shuttering formwork.
5000
-
-
Slope Protection & Landslide Mitigation work
Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe,with 150mm bedding below the pipe and 300mm cushion above the pipe,cross section of excavation 450mmx550mm. excavated material to be utilised in road way at site.) As per technical Specification clause 309
10540
-
-
Slope Protection & Landslide Mitigation work
Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.
22581
-
-
Slope Protection & Landslide Mitigation work
Breast wall:- Random Rubble Masonry Work in Cement Mortar 1:3 in Foundation complete as per clause 1400 as per Drawing and Technical Specifications.
2100
-
-
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 .
79
-
-
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
79
-
-
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
52
-
-
Environment Management Cost
Soil Quality Testing along the project road in accordance with CPCB norms and Environmental Monitoring Plan
26
-
-
Environment Management Cost
Silt Fencing near water bodies adjacent to road
240
-
-
Environment Management Cost
Oil interceptors at parking/ servicing of construction vehicles
2
-
-
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
350
-
-
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
200
-
-
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
30
-
-
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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