Public Works Roads Department Tender
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Costs
EMD
₹ 1,21,00,000Document Cost
₹ 30,000Tender Fee
Refer Documents
Summary
Improvement And Upgradation Of Dhodor Ali Hulang Katoni To Balighat Tiniali Under Asrip
Description
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Contact
Tender Id
2024_PWD_40158_3Tender No
CE/ASRIP/78/2024/5Tender 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 Specification 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 Specification Clause No. 201
Girth from 300 mm to 600 mm
117
-
-
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 Specification Clause No. 201 Girth from 600 mm to 900 mm
87
-
-
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 Specification Clause No. 201 Girth from 900 mm to 1800 mm
40
-
-
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 Specification Clause No. 201
Girth above 1800 mm
54
-
-
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)
9.76
-
-
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
1289.61
-
-
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
1988.78
-
-
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 and above)
90.49
-
-
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 Technical Specification Clause No.301.3
482.63
-
-
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 No. 301.3)
4.88
-
-
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
131970.81
-
-
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 No. 305).
14525.29
-
-
Compacting original ground supporting sub-grade (Loosening and Recompacting of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. As per Technical Specification Clause No. 305)
7095
-
-
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 No. 305 and 408)
36912.8
-
-
Construction of Island with Soil Taken from Borrow Areas (Median Filling 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 No. 305 and Clause No. 408)
363.55
-
-
Provision of Median kerb on road, constructed with with top and bottom width 100mm and 200 mm respectively, 850 mm high with M - 20 grade concrete, installed as per approved drawings and Technical Specification Clause No. 409 and at locations as directed by the Engineer.
661
-
-
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 No. 401)
For Grading V Material
16129.82
-
-
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 No. 401 and Table 400-2 of Technical Specification)
For Grading V Material
1392.14
-
-
Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate as per Technical specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per Technical Specification Clause No. 406)
15638.9
-
-
Prime Coat
Providing and applying primer coat as per Technical Specification Clause No. 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.
62113.83
-
-
Tack Coat
Providing and applying tack coat with bitumen emulsion as per Technical Specification Clause No. 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
62113.83
-
-
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 No. 505.
3726.83
-
-
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 No. 501.2 .1 & Clause No. 507
2484.55
-
-
Protection works
Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering) as per Technical specification Clause No. 307.
4481.91
-
-
Drain
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 theremaining earth locally for road work). As per Clause No. 304 of Technical Specification
1765.26
-
-
Drain
Plain cement Concrete in open foundation complete as per drawing & Technical Specification Clause No. 1704.3 PCC grade M15
158.78
-
-
Drain
Reinforced cement Concrete in open foundation complete as per drawing & Technical Specification RCC grade M25 With Batching Plant, Transit Mixer and Concrete Pump
742.53
-
-
Drain
Reinforcement in Drain: (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in drain complete as per drawing and Technical Specification Section 1600)
81.58
-
-
Drain
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face. Complete as per drawing and Technical specification Clause No.2706
934
-
-
Retaining 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 theremaining earth locally for road work as per Clause No. 304 of Technical specification)
6250
-
-
Retaining wall
Plain cement Concrete in open foundation complete as per drawing & Technical Specification Clause No. 1704.3 PCC Grade M15
355
-
-
Retaining wall Reinforced cement Concrete in open foundation complete as per drawing & Technical Specification RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump
2470
-
-
Retaining wall
Reinforcement in Foundation (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in foundation complete as per drawing and Technical Specification Section 1600)
245
-
-
Retaining wall
Plain cement Concrete in substructure complete as per drawing & Technical Specification Clause No. 1704.3
PCC grade M20
58.7
-
-
Retaining wall
Reinforced cement Concrete in substructure complete as per drawing & Technical Specification RCC grade M25 With Batching Plant, Transit Mixer and Concrete Pump
2133.5
-
-
Retaining wall
Reinforcement in Sub Structure (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in Substructure complete as per drawing and Technical Specification Section 1600)
213.5
-
-
Retaining wall
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face. Complete as per drawing and Technical specification Clause No. 2706
4250
-
-
Retaining wall
Providing and laying of Geo composite material as a Filter media as per Technical Specification Section 700, material must satisfy the following property :- 1. Mass per unit area gm/m -710 minimum .
2. CBR Puncture Resistance (N)- 3000 minimum. 3. Tensile strength (Kn/m) -16 minimum.
4. Hydraulic gradient i = 1 at 100 kPa pressure 5. Hydraulic gradient i = 1 at 200 kPa pressure. Drainage core :- Sets of parallel ribs overlaid and integrally connected having rhomboidal mesh opening.
Raw material - High density polyethylene stabilised by Carbon black , black carbon with three core.
4250
-
-
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 No. 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
56
-
-
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 No. 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 Clause No. 801.3
60 cm circular
4
-
-
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 No. 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
80 mm x 60 mm rectangular Clause No. 801.3
2
-
-
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectrorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide Clause No. 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 high octagon
1
-
-
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
7
-
-
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 to IRC-79, all complete as per Technical Specification and as directed by the Engineer-in-charge.
Object hazard marker
16
-
-
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 to IRC-79, all complete as per Technical Specification and as directed by the Engineer-in-charge.
Road way delineator
25
-
-
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 to IRC-79, all complete as per Technical Specification and as directed by the Engineer-in-charge.
Chevron 600 x 450 mm
28
-
-
Direction and Place Identification Signs upto 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 No. 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Technical specification Clause No. 801.3
1.8
-
-
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 No. 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. No.801.3
7.2
-
-
Kilometre Stone: Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.as per technical specification IRC: 8 Type Designs of Highway Kilometre Stone (Second revision)
5th kilometre stone (Precast)
2
-
-
Kilometre Stone: Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.as per technical specification IRC: 8 Type Designs of Highway Kilometre Stone (Second revision)
Ordinary Kilometre stone (Precast)
6
-
-
Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.as per technical specification IRC: 8 Type Designs of Highway Kilometre Stone (Second revision)
Hectometre stone (Precast)
17
-
-
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 No. 802.2 and 802.3 and installed as per Technical specification Clause No. 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 Specification 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 No. 811.3 complete job as per approved drawings.
850
-
-
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
3076
-
-
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
51
-
-
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 No. 809)
5676.8
-
-
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 No. 804.
2285
-
-
Supply, Installation, Testing and Commissioning of Made in India Semi Integrated Stand-Alone 65W Solar LED (W-LED) Street Lighting System proposed at Major & Minor Junction Location, Bus Bay & Bus Shelter Location and Major Bridge as per Drawing and Technical Specification of Solar Street Light (65W) LED BASED. The system efficacy of the 65W solar street light should be 160 lm/W (Lumen output ≥ 10400 lumens at @maximum power). The lighting system must be with MPPT Solar Charge Controller, 165 Wp Solar PV module, 12.8 V, 84Ah Li-Fe-Po4 battery with inbuilt BMS technology and automatic dusk to dawn operation with dimming including all necessary control electronics-inter connecting wires / cables and all mechanical hardware to be mounted on a 7m long hot dip galvanized Octagonal/Conical Pole made of HT Steel Grade. Pole base plate is 250x250x16mm, top & bottom dia are 70 & 158mm respectively, plate thickness 3mm along with 4 numbers of 750mm foundation bolt as per EN-8 Grade. Pole to be installed on a RCC foundation of M-20 Grade concrete.
7
-
-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
1935
-
-
Construction of R.C.C Bus shelter at Village Portion as per drawing and Technical Specification Clause No. 12.6 of IRC SP 73:2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision)
2
-
-
Supply and Installation of 300 mm Solar Blinker. LED - 216
Solar Panel 30 Watt Battery - 12 AH Fitting, Fixing and all complete Job.
9
-
-
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.
(All depth)
743.8
-
-
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
55.63
-
-
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
44.77
-
-
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
21.23
-
-
Box Culvert
Reinforcement in Foundation (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in foundation complete as per drawing and Technical Specification Section 1600)
3.31
-
-
Box Culvert
Reinforcement in Sub Structure (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in Substructure complete as per drawing and Technical Specification Section 1600)
5.64
-
-
Box Culvert
Reinforcement in Super Structure (Supplying, placing and fixing TMT High Strength Deformed steel bars conforming to IS:1786 Fe 500D Grade in Super-structure complete as per drawing and technical specification Section 1600)
2.44
-
-
Box Culvert
Plain cement concrete, in foundation complete as per drawing and Technical specification section 2100 including steel shuttering formwork.
PCC Grade M15
37.18
-
-
Box Culvert
Providing and laying of Geo composite material as a Filter media as per Technical Specification Section 700, material must satisfy the following property :- 1. Mass per unit area gm/m -710 minimum .
2. CBR Puncture Resistance (N)- 3000 minimum. 3. Tensile strength (Kn/m) -16 minimum.
4.Hydraulic gradient i = 1 at 100 kPa pressure 5. Hydraulic gradient i = 1 at 200 kPa pressure. Drainage core :- Sets of parallel ribs overlaid and integrally connected having rhomboidal mesh opening.
Raw material - High density polyethylene stabilised by Carbon black , black carbon with three core.
152.44
-
-
Box Culvert
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face. Complete as per drawing and Technical specification Clause No. 2706
96
-
-
Box Culvert
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification Clause No. 304.
79.68
-
-
Box Culvert
Plain cement concrete, in foundation complete as per drawing and Technical specification 2507 including steel shuttering formwork. Curtain wall/flexible Apron
PCC Grade M20
94.11
-
-
Box Culvert
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 Section 2500
124.61
-
-
Box Culvert
Provision of reinforced cement concrete crash barrier (New Jersey Type) on structure, constructed with M - 40 grade concrete and with High Strength Deformed Steel bars reinforcement Fe 500D grade conforming to IRC:112, including 50mm dia railing with fixtures and installed as per approved drawings and at locations as directed by the Engineer. As per Technical specification Clause No. 2703.3 and Clause No. No. 811.2 & Clause No. 09.6. of IRC: 5 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
14.8
-
-
Box Culvert
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-39 of Technical Specification ( binder having penetration as (15+/- 5) at 250C), 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 more than 100C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No. 516.
58.6
-
-
Box Culvert
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 No. 501.2 .1 and Clause No. 507
2.34
-
-
Box Culvert
Tack Coat
Providing and applying tack coat with bitumen emulsion as per Technical Specification Clause No. 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
58.6
-
-
Major Bridge
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.) for ordinary soil
(All depth)
1097.13
-
-
Major Bridge
Providing and laying cutting edge of structural steel confirming to IS-2062, weight 40 kg per metre for well foundation complete as per Drawing and Technical Specification Clause No. 1204.
9.31
-
-
Major Bridge
Plain/Reinforced Cement Concrete M25 Grade, in Well curb of Well Foundation complete as per Drawing and Technical Specification Clause No. 1205 & Section 1700
With Batching Plant, Transit Mixer and Concrete Pump
240.94
-
-
Major Bridge
Plain/Reinforced Cement Concrete (PCC) M25 Grade , in Bottom Plug of Well Foundation complete as per Drawing and Technical Specification Clause No.1209 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
562.78
-
-
Major Bridge
Plain/Reinforced Cement Concrete (PCC) M20 Grade , in Intermediate plug of Well Foundation complete as per Drawing and Technical Specification Clause No.1209 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
37.46
-
-
Major Bridge
Reinforced Cement Concrete M25 Grade, in Well Steining of Well Foundation complete as per Drawing and Technical Specification Clause No.1207 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump
4749.17
-
-
Major Bridge
Reinforced Cement Concrete M30 Grade , in Well cap of Well Foundation complete as per Drawing and Technical Specification Clause No. 1212, 1213 & Section 1700 using Batching Plant, Transit Mixer and Concrete Pump
445.22
-
-
Major Bridge
Sinking of 7.5 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 Specification.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
-
-
Major Bridge
Sinking of 7.5 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 Specification.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
-
-
Major Bridge
Sinking of 7.5 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 Specification.Clause No.1208.1 to Clause No.1208.7 and Clause No.1208.9 to Clause No.1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
40
-
-
Major Bridge
Sinking of 7.5 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 Specification.Clause No.1208.1 to Clause No.1208.7 and Clause No.1208.9 to Clause No.1208.11. Depth of sinking is reckoned from bed level.
Beyond 20m upto 30m depth
40
-
-
Major Bridge
Sinking of 7.5 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 Specification.Clause No.1208.1 to Clause No.1208.7 and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level.
Beyond 30m upto 40m depth
6
-
-
Major Bridge
Sinking of 8.5 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 Specification.Clause No.1208.1 to Clause No.1208.7 and 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
6
-
-
Major Bridge
Sinking of 8.5 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 Specification.Clause No.1208.1 to Clause No.1208.7 and Clause No.1208.9 to Clause No.1208.11. Depth of sinking is reckoned from bed level.
Beyond 3m upto 10m depth
14
-
-
Major Bridge
Sinking of 8.5 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 Specification.Clause No.1208.1 to Clause No.1208.7 and Clause No.1208.9 to Clause No.1208.11. Depth of sinking is reckoned from bed level.
Beyond 10m upto 20m depth
20
-
-
Major Bridge
Sinking of 8.5 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 Specification.Clause No.1208.1 to Clause No.1208.7 and Clause No.1208.9 to Clause No.1208.11. Depth of sinking is reckoned from bed level.
Beyond 20m upto 30m depth
20
-
-
Major Bridge
Sinking of 8.5 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 Specification.Clause No.1208.1 to Clause No.1208.7 and Clause No.1208.9 to Clause No.1208.11. Depth of sinking is reckoned from bed level.
Beyond 30m upto 40m depth
10
-
-
Major Bridge
Sand Filling in Wells complete as per Drawing and Technical Specification Clause No.1210
2256.58
-
-
Major Bridge
Water filling in wells complete as per drawing and technical specifications
1240.75
-
-
Major Bridge
Reinforced cement concrete in Substructure complete as per drawings and Technical Specification Section 2200 and IRC :112-2020 (Code of Practice for Concrete Road Bridges)
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-30 Height upto 5m
283.45
-
-
Major Bridge
Reinforced cement concrete in Substructure complete as per drawings and Technical Specification Section 2200 and IRC :112-2020 (Code of Practice for Concrete Road Bridges) With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-30 Height 5m -10m
277.35
-
-
Major Bridge
Reinforced cement concrete in Substructure complete as per drawings and Technical Specification Section 2300 and IRC :112-2020 (Code of Practice for Concrete Road Bridges)
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-30 Height above 10m
496.23
-
-
Major Bridge
Plain/reinforced cement concrete in Substructure complete as per drawings and Technical Specification Section 2200and IRC :112-2020 (Code of Practice for Concrete Road Bridges)
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-40 (Pedestals & Seismic Arrestor) Height 5m -10m
15.73
-
-
Major Bridge
Reinforced cement concrete in Substructure complete as per drawings and Technical Specification Section 2200 and IRC :112-2020 (Code of Practice for Concrete Road Bridges)
With Batching Plant, Transit Mixer and Concrete Pump
R.C.C. grade M-40 (Pedestals & Seismic Arrestor) Height above 10m
70.46
-
-
Major Bridge
Supplying, placing and fixing in position true to line and level POT Bearings conforming to IRC: 83 (Part-III) -2018 Section: IX and Clause No.2006 complete including all accessories as per drawing and Technical Specification.
12500
-
-
Major Bridge
Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC 83 (Part II)-2018 Section: IX and Clause No.2005 of Technical Specification complete including all accessories as per drawing and Technical Specification.
244800
-
-
Major Bridge
Supplying, fitting and fixing in position true and level of Metallic Guide Bearing conforming to IRC 83 (Part III)-2018 Section: IX - including all accessories as per drawing and Technical Specification.
1625
-
-
Major Bridge
Supplying, fitting and fixing in position true and level of Pin Bearing conforming to IRC 83 (Part III)-2018 Section: IX - including all accessories as per drawing and Technical Specification.
1625
-
-
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in Superstructure including all lead and lifts as per drawing and Technical Specification Section 2300 and IRC :112-2020 (Code of Practice for Concrete Road Bridges)
RCC Grade M-30, Using Batching plant (All height)
40.45
-
-
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in Superstructure including all lead and lifts as per drawing and Technical Specification Section 2300 and IRC :112-2020 (Code of Practice for Concrete Road Bridges)
PSC (I Girder) Grade M-45, Using Batching plant (All height)
687.26
-
-
Major Bridge
Furnishing and Placing Reinforced/ Prestressed cement concrete in Superstructure including all lead and lifts as per drawing and Technical Specification Section 2300 and IRC :112-2020 (Code of Practice for Concrete Road Bridges)
Slab Grade M-45, Using Batching plant (All height)
1071.34
-
-
Major Bridge
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No.2704
15.65
-
-
Major Bridge
Reinforced cement concrete Approach slab M30 Grade including reinforcement and formwork complete as per drawing and Technical specification Clause No. 2704
42.53
-
-
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
106.8
-
-
Major Bridge
Drainage Spouts complete as per drawing and Technical specification Clause No.2705
40
-
-
Major Bridge
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face. Complete as per drawing and Technical specification Clause No. 2706
188
-
-
Major Bridge
Reinforcement in Foundation (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in Foundation complete as per drawing and Technical Specification Section 1600)
434.35
-
-
Major Bridge
Reinforcement in Sub Structure (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in Substructure complete as per drawing and Technical Specification Section 1600)
350.18
-
-
Major Bridge
Reinforcement in Super Structure (Supplying, placing and fixing TMT High Strength Deformed steel bars conforming to IS:1786 Fe 500D Grade in Super- structure complete as per drawing and technical specification Section 1600)
541.03
-
-
Major Bridge
Supplying, placing and fixing of Uncoated stress relieved low relaxation seven ply strand conforming to IS 14268 including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification Section1800 and IRC :112-2020 (Code of Practice for Concrete Road Bridges)
67.92
-
-
Major Bridge
Providing and fixing of Inspection Ladder, as per Technical specification Section 1900
6.46
-
-
Major Bridge
Provision of reinforced cement concrete crash barrier (New Jersey Type) on structure, constructed with M - 40 grade concrete and with High Strength Deformed Steel bars reinforcement Fe 500D grade conforming to IRC:112, including 50mm dia railing with fixtures and installed as per approved drawings and at locations as directed by the Engineer. As per Technical specification Clause No. 2703.3 and Clause No. No. 811.2 & Clause No. No. 109.6. of IRC: 5 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design
315.28
-
-
Major Bridge
Bituminous Concrete
Providing and laying bituminous concrete complete as per drawing and Technical Specification Clause No. 501.2.1 and Clause No.507
(i) with PMB-70 Grade Bitumen
(i) for grading 2 (13.2mm nominal size)
88.28
-
-
Major Bridge
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39 (binder having penetration as (15+/- 5) at 250C), 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 more than100C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No. 2702 and Clause No. No.516
2206.96
-
-
Major Bridge
Tack Coat
Providing and applying tack coat with bitumen emulsion as per Technical Specification Clause No. 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.
2206.96
-
-
Major Bridge
Providing and laying of Geo composite material as a Filter media as per Technical Specification Section 700, Material must satisfy the following property :- 1. Mass per unit area gm/m -710 minimum .
2. CBR Puncture Resistance (N)- 3000 minimum. 3. Tensile strength (Kn/m) -16 minimum.
4.Hydraulic gradient i = 1 at 100 kPa pressure 5. Hydraulic gradient i = 1 at 200 kPa pressure. Drainage core :- Sets of parallel ribs overlaid and integrally connected having rhomboidal mesh opening.
Raw material - High density polyethylene stabilised by Carbon black , black carbon with three core.
316.17
-
-
Major Bridge
Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
31
-
-
Major Bridge
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
31
-
-
Major Bridge
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and Technical Specification.
31
-
-
Major Bridge
Providing and filling joint sealing compound as per drawings and Technical Specification with coarse sand and 6% bitumen by weight
31
-
-
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 Specification Section 2500
376.66
-
-
Major Bridge
Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2
1681.57
-
-
Major Bridge
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and Section 2500
188.33
-
-
Major Bridge
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Boulder laid dry without wire crates.
1531.4
-
-
Major Bridge
Back filling behind abutment, wing wall and return wall complete as per drawing, IRC and Technical Specification Clause No.-305 (Granular/ Sandy Material)
942.36
-
-
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. Near all hot mix plant locations approved by the Engineer as per Technical Specification Clause No. 111
5
-
-
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. Construction sites near sensitive locations as per Technical Specification Clause No. 111
5
-
-
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. At 1 location during operation stage where monitoring had been done during construction stage as per Technical Specification Clause No. 111
5
-
-
Environment Management Cost
Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Noise Standard in respect of noise formulated by MoEF&CC and the World Bank (IFC) Noise Level Guidelines. At equipment yards/ Hot mix plants/ Construction Camps as per Technical specification Clause No. 111
5
-
-
Environment Management Cost
Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Noise Standard in respect of noise formulated by MoEF&CC and the World Bank (IFC) Noise Level Guidelines. Near known nesting sites - as directed by the Engineer as per Technical specification Clause No. 111
5
-
-
Environment Management Cost
Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Noise Standard in respect of noise formulated by MoEF&CC and the World Bank (IFC) Noise Level Guidelines. During Operation Stage as directed by the Engineer as per Technical specification Clause No.111
5
-
-
Environment Management Cost
Water Quality Testing for parametres as per IS: 10500-2012 along the road in accordance with CPCB norms Surface Water Quality testing during Construction Stage as per Technical specification Clause No. 111
3
-
-
Environment Management Cost
Water Quality Testing for parametres as per IS: 10500-2012 along the road in accordance with CPCB norms Discharge Water Quality testing during Operation Stage as per Technical specification Clause No. 111
3
-
-
Environment Management Cost
Soil Quality Testing along the project road in accordance with CPCB norms During Construction stage at productive agricultural lands abutting traffic detours and traffic diversions, to be identified by the Engineer as per Technical specification Clause No.111
3
-
-
Environment Management Cost
Soil Quality Testing along the project road in accordance with CPCB norms During Operation stage at accident/spill locations involving bulk transport carrying hazardous material. as per Technical specification Clause No. 111
3
-
-
Environment Management Cost
Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering) 5 m width turfing on outer side of ponds
1000
-
-
Environment Management Cost
Surface Drains in Soil (Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of Technical specification clause 301 and 309. Excavated material to be used in embankment within a lead of 50m (Average lead 25m) Construction of surface drains on outer side of ponds
200
-
-
Environment Management Cost
Oil interceptors at parking/ servicing of construction vehicles as per Technical specification Clause No.111
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, Health care centre) as per Clause No. 111
200
-
-
Provisional Sum for Road Facilities and Amenities
1
-
-
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