National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Sep 2024
Closing Date2 Jan 2025
Tender Amount₹ 37,64,62,985
Costs
EMD
₹ 50,00,000Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHAI_207272_1Tender No
NHAI/17011/01/100/2024/RO MaduraiTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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Documents
BOQ Items
Construction of embankment with Selected Earth (For RE Wall)
15554
15554000
1000
Construction of Subgrade and Earthen Shoulder 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 of MORT & specification. 305
12900
6781530
525.7
Providing and laying Granular Sub-Base (GSB) layer of 200mm compacted thickness on the prepared Sub-Grade with approved coarse Graded material of minimum CBR Value 30 grading confirming to Table 400-1/400-2 Grading III of MORTH-Revision-V, including screening, spreading in uniform ;layer with motor; grader, watering and premixing at ;optimum moisture content, compacting with power and vibratory roller of 80 to 100 KN static weight to not less than 98% of the maximum laboratory dry density as per IS:2720 (Part 8) and fine dressing to required grade and cross slope as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved Quarry Site to Work site with all lifts and lead by Mechanical Transport head load or any other mode of transportation including labour, tools, equipment, safety measures testing and incidentals necessary to complete the work as per MORTH specification clause 401 and as; directed by Engineer.
5160
10981512
2128.2
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406.(WMM 250mm Thick)
5841.55
14104364
2414.49
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH Specification. Cl.502
22360
1192906
53.35
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 /0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.
22360
355300
15.89
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (for 120 mm Thick)
2683.2
24004014
8946.04
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 506 complete in all respects. (for 50 mm Thick)
1118
11776285
10533.35
Clearing and grubbing of land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MoRTH Specifications Clause 201
1.54
312779
203103.7
Excavation in Soil with Dozer with lead upto 1000 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
3696
903302
244.4
Construction of Subgrade and Earthen Shoulder 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 of MORT & specification. 305
6160
3238312
525.7
Providing and laying Granular Sub-Base (GSB) layer of 200mm compacted thickness on the prepared Sub-Grade with approved coarse Graded material of minimum CBR Value 30 grading confirming to Table 400-1/400-2 Grading III of MORTH-Revision-V, including screening, spreading in uniform ;layer with motor; grader, watering and premixing at ;optimum moisture content, compacting with power and vibratory roller of 80 to 100 KN static weight to not less than 98% of the maximum laboratory dry density as per IS:2720 (Part 8) and fine dressing to required grade and cross slope as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved Quarry Site to Work site with all lifts and lead by Mechanical Transport head load or any other mode of transportation including labour, tools, equipment, safety measures testing and incidentals necessary to complete the work as per MORTH specification clause 401 and as; directed by Engineer.
2464
5243884
2128.2
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406.(WMM 250mm Thick)
2887.5
6971839
2414.49
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH Specification. Cl.502
11550
616192
53.35
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 /0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.
16950
269335
15.89
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (for 50 mm Thick)
577.5
4856619
8409.73
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 506 complete in all respects. (for 30 mm Thick)
508.5
5156896
10141.39
Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304.
4972
790548
159
Plain Cement Concrete M15 Nominal/Design mix, using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications complete as per relevant MORT&H specifications 1000&2100. for Levelling course
497.2
2777856
5587
Vibrated Reinforced cement concrete M25 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700&2300 for Drainage
2531.2
20330598
8032
Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Minor Bridge Box Type structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500 D.
177.2
14874345
83941
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
226
31414
139
Providing and laying Granular Sub-Base (GSB) layer of 200mm compacted thickness on the prepared Sub-Grade with approved coarse Graded material of minimum CBR Value 30 grading confirming to Table 400-1/400-2 Grading III of MORTH-Revision-V, including screening, spreading in uniform ;layer with motor; grader, watering and premixing at ;optimum moisture content, compacting with power and vibratory roller of 80 to 100 KN static weight to not less than 98% of the maximum laboratory dry density as per IS:2720 (Part 8) and fine dressing to required grade and cross slope as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved Quarry Site to Work site with all lifts and lead by Mechanical Transport head load or any other mode of transportation including labour, tools, equipment, safety measures testing and incidentals necessary to complete the work as per MORTH specification clause 401 and as; directed by Engineer.
360
766152
2128.2
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406.(WMM 250mm Thick)
450
1086520
2414.49
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH Specification. Cl.502
1800
96030
53.35
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 /0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.
1800
28602
15.89
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (for 50 mm Thick)
90
756875
8409.73
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 506 complete in all respects. (for 30 mm Thick)
54
547635
10141.39
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually
1720
760240
442
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
541.8
62307
115
Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted.)
129
73210
567.52
Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.)
1130
766354
678.19
Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart)
0.86
74763
86934
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification.
200
870800
4354
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67 : 2012 and ASTM D 4956 - 09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75 x 75 x 6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60 m below ground level. The sign poost should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 5cm x 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as dirceted by the engineer in charge. High intensity Retro - Reflector sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of thee years outdoor exposure report shall be obtained as per IRC 67:23012. (as per MORT&H Specification No.801)
-
-
-
Cautionary Signs, Triangular (Size 900 mm side).
2
10252
5126
Cautionary Signs, Triangular (Size 600 mm side).
8
25824
3228
Octagonal Sign (90 cm)
8
65640
8205
Circulor Regulatory Sign (60 cm)
2
9026
4513
Informatory Signs
-
-
-
Flag Type Sign Size. (1500 X 1100mm)
2
42123
21061.5
Flag Type Sign Size. (1000 X 800mm)
6
67396
11232.8
Rectangular Size. (1500 X 2200 mm ) Main Carriageway
4
189486
47371.5
Rectangular Size. (1500 X 1700 mm ) Slip roads & side road
4
146421
36605.25
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)
4
16000
4000
Pavement marking with hot applied reflectorised thermoplastic paints. The thermoplastic material shall be homogeneously composed of aggregate, pigment, resins and glass reflectorizing beads. The thermoplastic compound shall be screeded/extnided on to the pavement surface in a molten state by suitable machine capable of controlled preparation and laying with surface application of glass beads at a specific rate. The colour of the compound shall be white or yellow (IS colour No, 356) as specified in the drawings or as directed by the Engineer and MoRTH Specifications Clause 803
1281.33
1140383
890
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)
950
456000
480
Providing and erecting Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)
-
-
-
Truss & Vertical Support
6
539682
89947
Aluminium Alloy Plate for Over Head Sign
180
1706760
9482
Excavation for foundation
58
9222
159
PCC M15
3
16761
5587
RCC M20
17
124916
7348
HYSD Steel
0.6
50364
83941
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, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
-
-
-
MCW-Median
2269.2
10381590
4575
Provision of Traffic Attenuator using Plastic/Steel Barrel, Filled with Sand (Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings)
2
25776
12888.13
Clearing and grubbing at site which includes cleaning and removal of vegetation growth from structures, channel and protective works as per direction of Engineer as per Tech.Spec. Cl. 201
0.17
38070
229340.4
Dismantle existing cross drainage structure Including disposal of resulting material and salvage reusable materials complete as per Tech.Spec.Cl. 202
-
-
-
a) Dismantle brick / stone
5.76
1608
279.3
b) dismantle RCC
160
220704
1379.4
Earthwork in excavation of foundation for structures in all types of soil including lead and lifts complete as per Tech. Spec. Cl. 304
1425.21
279341
196
Cement Concrete/Reinforced Cement Concrete in open foundation / leveling course including centering and shuttering but excluding reinforcement all complete as per Tech. Spec.Cl. 1500, 1700 & 2100 PCC M15
214.35
1331517
6212
Cement concrete grade M30 in structures as per Tech. Spec. Cl. 1700.
556.47
4772843
8577
Provision of an Reinforced cement concrete crash barrier constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
75
358050
4774
Providing, cutting & fixing in position TMT bar reinforcement complete as per drawing & Technical Specification section 1600.
50.08
4203933
83941
Filter media with stone crushed aggregates abutments/return walls as per clause 2504.2.2 and Tech. Spec. Cl.710.1.4 of IRC:78
354.17
438467
1238
Providing weep holes in abutments, returnwalls, with 100mm dia AC pipes complete as per drawing and Tech. Spec. Cl. 2706
304
42256
139
Providing and fixing in Position 20mm thick compressible fiber board in expansion joint including sealing with a joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Engineer.
327.6
57985
177
Providing and fixing galvanized drainage spouts complete as per drawing and Technical Specification clause 2705.
16
21472
1342
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
103.11
582382
5648
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
215.46
2385357
11071
Floor Apron (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.)
34.52
100568
2913
Flexible Apron (Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.)
250.43
729490
2913
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
57.3
166914
2913
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
24.85
41329
1663
Providing and applying 2 coats of enamel paint to plastered concrete surface complete as per Tech.Spec Cl. 800
95.63
10996
115
Painting details of Bridges and span arrangements as Tech. Spec. Cl. 800
8
1976
247
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material)
Ordinary Soil (Mechanical Means)
-
-
-
Depth upto 3 m
102.26
16237
158.78
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
PCC Grade M15
61.15
359148
5873.04
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
(Using Batching Plant, Transit Mixer and Concrete Pump)
-
-
-
RCC/PSC Grade M35
-
-
-
Upto 5m
711.17
5485254
7713
Providing and laying PCC M -15 for Footpath inside the box
13.95
107596
7713
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
-
-
-
i) With Crushed Material
159.54
197499
1237.93
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
-
-
-
Approach Slab
54.6
435817
7982
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement
-
-
-
Crash Barrier
18.76
163418
8711
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Fe - 500/500D Bars
-
-
-
RCC Structure
79.54
6726222
84562
Crash Barrier with Friction Slab
1.31
83801
63815
Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
-
-
-
Wearing Coat
809.4
1331066
1644.51
Drainage Spouts complete as per drawing and Technical specification
-
-
-
Drainage Spouts
4
5368
1342
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
-
-
-
Weep Holes
248
223944
903
PVC Pipe
-
-
-
ii) PVC pipe (150 dia)
36.75
11025
300
Filler joint
-
-
-
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
56
9912
177
Construction of Earth Retaining Structure with excavation, earthwork in layers, assembling and erection of reinforcing elements and placing of facia panels and all associated components as per Additional Technical Specification A-16, approved design and drawing of specialised firm.
-
-
-
a) Excavation
1858.4
295486
159
b) M20 Grade Levelling Pad below Fascia Panel
84.84
548657
6466.96
c) Providing and laying M-35 grade RCC facia panels including reinforcement with all fixtures and accesories complete
7676
12972440
1690
d) Assembling, joining and laying of reinforcing elements with reinforcing elements of synthetic geogrids
7676
6447840
840
e) Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 g/m2 and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/ m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.
7676
5357848
698
f) Providing and laying M-20 grade concrete capping beam as per approved drawing and Technical Specifications
48.48
307896
6351
g) Cement Concrete/Reinforced Cement Concrete in open foundation / leveling course including centering and shuttering but excluding reinforcement all complete as per Tech. Spec.Cl. 1500, 1700 & 2100
265.83
1561230
5873.04
h) Providing and laying in position RCC Crash Barrier with Friction Slab complete as per the approveddrawing and Technical Specifications
1244.32
9827639
7898
i) Providing HYSD bar reinforcement confirming to IS-1786 complete as per drawing and technical specifications 1600.
89.77
7563212
84251
j) Providing and applying 2 coats of Enamel paint to plastered concrete surface complete as per Tech.Spec Cl. 800 for RCC Crash barrier
3555.2
465731
131
Construction of Service Road of VUP @ Km 25+086 (Kalanjipatti)
-
-
-
Clearing and grubbing of land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MoRTH Specifications Clause 201
0.16
31988
203103.7
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
2362.5
1193771
505.3
Construction of Subgrade and Earthen Shoulder 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 of MORT & specification. 305
788
414251
525.7
Providing and laying Granular Sub-Base (GSB) layer of 200mm compacted thickness on the prepared Sub-Grade with approved coarse Graded material of minimum CBR Value 30 grading confirming to Table 400-1/400-2 Grading III of MORTH-Revision-V, including screening, spreading in uniform ;layer with motor; grader, watering and premixing at ;optimum moisture content, compacting with power and vibratory roller of 80 to 100 KN static weight to not less than 98% of the maximum laboratory dry density as per IS:2720 (Part 8) and fine dressing to required grade and cross slope as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved Quarry Site to Work site with all lifts and lead by Mechanical Transport head load or any other mode of transportation including labour, tools, equipment, safety measures testing and incidentals necessary to complete the work as per MORTH specification clause 401 and as; directed by Engineer.
315
670383
2128.2
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406.(WMM 250mm Thick)
368
888532
2414.49
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH Specification. Cl.502
1470
78424
53.35
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 /0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.
1470
23358
15.89
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (for 60 mm Thick)
88
787251
8946.04
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 506 complete in all respects. (for 40 mm Thick)
59
621467
10533.35
Dismantling of Existing RCC drain (Dismantling of existing RCC Drain comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
30
41382
1379.4
Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304.
586.5
93253
159
Plain Cement Concrete M15 Nominal/Design mix, using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications complete as per relevant MORT&H specifications 1000&2100. for Levelling course
32.2
179901
5587
Vibrated Reinforced cement concrete M25 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700&2300 for Drainage
200.1
1607203
8032
Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Minor Bridge Box Type structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500 D.
14.1
1183568
83941
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
230
31970
139
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually
460
203320
442
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
144.9
16663
115
Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.)
269
182433
678.19
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67 : 2012 and ASTM D 4956 - 09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75 x 75 x 6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60 m below ground level. The sign poost should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 5cm x 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as dirceted by the engineer in charge. High intensity Retro - Reflector sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of thee years outdoor exposure report shall be obtained as per IRC 67:23012. (as per MORT&H Specification No.801)
-
-
-
Cautionary Signs, Triangular (Size 600 mm side).
4
12912
3228
Octagonal Sign (90 cm)
1
8205
8205
Circulor Regulatory Sign (60 cm)
4
18052
4513
Informatory Signs
-
-
-
80 cm x 60 cm rectangular for facility information signs on service road and side road : Speed Hump
3
24360
8120
Sign board for service road
1.5
21532
14355
Two flag type signs on single post
(Rated assumed 1.2 times of single flag sign)
1.35
23255
17226
Reassuarance Sign
4.8
68904
14355
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)
2
8000
4000
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)
180
86400
480
Pavement marking with hot applied reflectorised thermoplastic paints. The thermoplastic material shall be homogeneously composed of aggregate, pigment, resins and glass reflectorizing beads. The thermoplastic compound shall be screeded/extnided on to the pavement surface in a molten state by suitable machine capable of controlled preparation and laying with surface application of glass beads at a specific rate. The colour of the compound shall be white or yellow (IS colour No, 356) as specified in the drawings or as directed by the Engineer and MoRTH Specifications Clause 803
50.06
44553
890
Road Hump
-
-
-
Service road and Side road:
Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MORT&H Clause 503
66
1048
15.89
Service road:
Providing and laying bituminous concrete from 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with approved grade of bituminous binder of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
4.43
46655
10533.35
(Chequred Painting on Speed Hump)
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 MORT&H clause 803)
12
10680
890
(Triangular Painting on Speed Hump)
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 MORT&H clause 803)
8.33
7409
890
Earthwork in excavation of foundations for structures in all types of soil including lead and lifts complete as per drawings and Technical Specifications Clauses 304 and 2903.
321
50968
158.78
Plain Cement Concrete in open foundation for leveling course including centering and shuttering all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. (M 15 grade)
26
152699
5873.04
Cement Concrete / Reinforced Cement Concrete in substructure including centering and shuttering but excluding reinforcement complete as per drawings and Technical specification sections 1500, 1700 and 2200. (M 25 grade)
177
1365181
7713
Supplying, fitting and placing HYSD / TMT bar reinforcement complete as per drawings and Technical Specifications Section 1600.
13.23
1118586
84562
Providing 100mm dia weep holes in wing walls complete as per drawing and Technical Specifications Clause 2706.
111
15429
139
Develop the Cross Road
-
425000
-
Junction Improvement & Construction of Service Road at Km 33+200 (Bypass End)
-
-
-
Clearing and grubbing Road Land in an area of light jungle by mechanical means (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness).
2.17
440735
203103.7
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (By Mechanical Means )
5.1
3146
616.9
Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304.
3403.71
541189
159
Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction)
1695.91
186041
109.7
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
1596.84
118804
74.4
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
5535.16
2796915
505.3
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
7399.08
3889697
525.7
Providing and laying Granular Sub-Base (GSB) layer of 200mm compacted thickness on the prepared Sub-Grade with approved coarse Graded material of minimum CBR Value 30 grading confirming to Table 400-1/400-2 Grading III of MORTH-Revision-V, including screening, spreading in uniform ;layer with motor; grader, watering and premixing at ;optimum moisture content, compacting with power and vibratory roller of 80 to 100 KN static weight to not less than 98% of the maximum laboratory dry density as per IS:2720 (Part 8) and fine dressing to required grade and cross slope as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved Quarry Site to Work site with all lifts and lead by Mechanical Transport head load or any other mode of transportation including labour, tools, equipment, safety measures testing and incidentals necessary to complete the work as per MORTH specification clause 401 and as; directed by Engineer.
2089.51
4446903
2128.2
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406.(WMM 250mm Thick)
1674.47
4042998
2414.49
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH Specification. Cl.502
6331.18
337768
53.35
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 /0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.
6331.18
100602
15.89
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (for 50 mm Thick)
316.56
2831949
8946.04
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 506 complete in all respects. (for 30 mm Thick)
180.29
1899057
10533.35
Excavation for Structures depth upto 3 m by mechanical means (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material)
458.19
72852
159
Turfing Lawns with Fine Grassing including Ploughing, Dressing (Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm)
7036.01
897794
127.6
Providing and laying 50 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in Dark fast Colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas such as Building Premises, monument premises, landscapes, public gardens / parks, domestic drives, paths & patios, embankment slopes, sand stabilization area, etc.
40.29
40290
1000
Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.)
40.29
27324
678.19
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually
60
26520
442
Providing Bus Shelters at approved locations and as per approved drawings and specifications
1
254237
254237
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
22.3
2564
115
Providing and fixing of Retro-reflectorised Traffic signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
-
-
-
New Items
-
-
-
Warning Sign 90cm
3
15378
5126
Warning Sign 60cm
4
12912
3228
Stop Octagonal 90cm
2
16410
8205
Regulatory Sign 60cm (Height Limit, keep left, no entry on slip road, speed limit)
6
27078
4513
Regulatory Sign 75cm (No entry, speed limit) ( Assumed 1.25 of 60 cm sign)
3
16923
5641
Facility sign ( Bus stop, speed breaker) 600x800
4
25396
6349
chevron sign
12
62208
5184
Hazard Marker
3
12000
4000
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 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)
-
-
-
Information Sign
-
-
-
Flag type sign( main road) (1.5x1.1)
2
47371
23685.75
Flag type sign (service road) (1.0x0.8)
2
22465
11232.8
Stack Type Sign ( 3 Rows) (2.5x3.75)
2
269156
134578.13
Stack Type Sign ( 2 Rows) (2.0x1.5)
4
172260
43065
Providing and laying of Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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
-
-
-
Lane, Centreline, Edge and other marking along strips
704.13
626675
890
Directional arrows and letters
8.46
7529
890
Speed Breaker
-
-
-
Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MORT&H Clause 503
185.25
2943
15.89
Providing and laying bituminous concrete from 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with approved grade of bituminous binder of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects (Rectangular Portion)
12.34
129981
10533.35
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 MORT&H clause 803)
20.32
18084
890
Providing and fixing of Road Marker / Road Stud with Lense Reflector of 100 x 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
601
288480
480
Providing and erecting of Street Light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation
43
-
35000
Provision and installation of Traffic Impact Attenuator at accident prone locations using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with 20 mm steel wire rope as per approved design and drawings
2
25776
12888.13
Clearing and grubbing at site which includes cleaning and removal of vegetation growth from structures, channel and protective works as per direction of Engineer as per Tech.Spec. Cl. 201
0.07
14420
203103.7
Dismantle existing cross drainage structure Including disposal of resulting material and salvage reusable materials complete as per Tech.Spec.Cl. 202
-
-
-
a) Dismantle brick / stone
2.16
603
279.3
b) dismantle RCC
17.6
24277
1379.4
Earthwork in excavation of foundation for structures in all types of soil including lead and lifts complete as per Tech. Spec. Cl. 304
1038.19
203486
196
Cement Concrete/Reinforced Cement Concrete in open foundation / leveling course including centering and shuttering but excluding reinforcement all complete as per Tech. Spec.Cl. 1500, 1700 & 2100 PCC M15
164.17
1019799
6212
Cement concrete grade M30 in structures as per Tech. Spec. Cl. 1700.
249.59
2140690
8577
Provision of an Reinforced cement concrete crash barrier constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
58.36
278610
4774
Providing, cutting & fixing in position TMT bar reinforcement complete as per drawing & Technical Specification section 1600.
22.3
1871548
83941
Filter media with stone crushed aggregates abutments/return walls as per clause 2504.2.2 and Tech. Spec. Cl.710.1.4 of IRC:78
133.77
165609
1238
Providing weep holes in abutments, returnwalls, with 100mm dia AC pipes complete as per drawing and Tech. Spec. Cl. 2706
105
14595
139
Providing and fixing in Position 20mm thick compressible fiber board in expansion joint including sealing with a joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Engineer.
92.84
16432
177
Providing and fixing galvanized drainage spouts complete as per drawing and Technical Specification clause 2705.
6
8052
1342
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
25.43
143611
5648
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
53.13
588202
11071
Floor Apron (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.)
33.82
98526
2913
Flexible Apron (Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.)
212.15
618001
2913
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
54.06
157465
2913
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
24.13
40128
1663
Providing and applying 2 coats of enamel paint to plastered concrete surface complete as per Tech.Spec Cl. 800
74.41
8557
115
Painting details of Bridges and span arrangements as Tech. Spec. Cl. 800
6
1482
247
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
a) Ordinary and soft Soils (material to be used in embankments)
23.1
3672
159
Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
PCC M15 grade
2.75
17083
6212
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular Soil
5.94
17671
2975
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
8.77
14584
1663
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC M20
16.04
109713
6840
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).
-
-
-
a) Dia 1200 mm (Internal)
10
174410
17441
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
Stone Pitching
17.53
51064
2913
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.
2.29
6670
2913
Construction of RCC Parapet wall, complete as per drawing and Technical specification
7.74
17229
2226
Fixing of Street Lights, Sign Boards, in Oddanchatram Bypass (Km 23+100 to Km 33+200) -BHS- MCW & SR- NH83 (NH-209)
-
-
-
Supply and erection of 10m hot-dip galvanized Octagonal Pole with BSEN -10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, suitable to with stand the wind speed of 180 KMPH for 10 mtrs height Pole having dimensions Bottom Ø175 mm, Top Ø 70 mm with 3mm thick, base plate 275 x 275 x 16mm confirming to IS Specification and as directed by Engineer In charge & pole drawing. The pole shall be supplied and erected with 1.5 mtrs with 10/15 degree tilt double arm bracket complete with all accessories with MS galvanized 50 / 60mm dia Pipe with 2 / 3mm thick. The pole shall be fitted with 250W to 320W LED dimmable street light with LM 6 Pressure Die cast aluminum housing. The luminaire shall be with dedicated street lighting unique peanut optic lens to ensure a minimum lux level of 40 LUX with uniformity as per IS1944 high spacing with minimum 36 meters from pole to pole type. The driver shall be of dimmable type suitable for dimming through streetlight monitoring and control system (Multi-step dimmable Driver). As per IS 15885 (Part 2 / Sec 13): 2012, The luminaire shall be used with high power LEDs delivering system lumen output more than 35000 lumens with CCT of 5700K. The efficacy of the luminaire shall not be less than 140 lm / W. Warranty for Luminiare to be 7 Years from manufacturer and the manufacturer to be reputed organisation in business minimum for 10 Years. BIS certificate to be submitted for Luminire and Drivers along with the bid.A design report to be submitted along with the bid for the attached road TCS using above parameters using dialux / calculux software confirming to Minimum 40 Lux as per IRC: SP: 84-2019.
227
15365403
67689
Supply and erecting of 9 m hot-dip galvanized Octagonal Pole with BSEN -10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, suitable to with stand the wind speed of 180 KMPH for 9 mtrs height Pole having dimensions Bottom Ø175 mm, Top Ø 70 mm with 3mm thick, base plate 275 x 275 x 16mm confirming to IS Specification and as directed by Engineer In charge & pole drawing. The pole shall be supplied and erected with 1.5 mtrs with 10/15 degree tilt Single arm bracket complete with all accessories with MS galvanized 50 / 60mm dia Pipe with 2 / 3mm thick. The pole shall be fitted with Minimum 150W Solar street light with LM 6 Pressure Die cast aluminum housing. The luminaire shall be with dedicated street lighting unique peanut optic lens to ensure a minimum lux level of 40 LUX with uniformity as per IS1944 high spacing with minimum 30 meters from pole to pole type. Control interface through solar combo 600w MPPT Combo charge controller,550 Wp single PV Panel. 120 AH 25.6VDC Lithium Battery . The luminaire shall be used with high power LEDs delivering system lumen output more than 26000 lumens with CCT of 5700K and 75000 burning hours. The efficacy of the luminaire shall not be less than 150 lm / W. Warranty for Luminiare to be 5 Years from manufacturer and the manufacturer to be reputed organisation in business minimum for 10 Years. BIS certificate to be submitted for Luminire and Drivers along with the bid.A design report to be submitted along with the bid for the following parameters using dialux / calculux software confirming to Minimum 40 Lux as per IRC: SP: 84-2019.
210
25725000
122500
Supply and fixing of weather proof 3 phase 63A TNEB Metering Panel-1 with degree of protection not less than IP55 with canopy arrangement, fabrication with 1.6mm thick CRCA sheet with two compartments for operation on 3Phase 415 Volts AC Supply System and Earth Bus bar.inter-connections with 6 sqmm single Core FRLS PVC insulated multistand copper conductor cable etc. free standing, front hinged, dust & vermin proof, wall mounted, undrilled gland plates at bottom, complete with internal wiring, ferrules, name plates, painting etc., conforming to the technical specification for panels & comprising of the following. Incomer : 3Nos - 63A Cutout, 1 No - TNEB Meter Fixing Provision. Outgoings: 1No - 63A TPN SDF+HRC Switchgear: Mounting: Floor Mounted
10
114390
11439
Supply and fixing of feeder pillar made of MS Galvanized powder coated or SMC material with IP 65 and shall have proper lock arrangement with controlling for remote Management, Switching and Monitoring of Street light using RF/GPRS/GSM / LoRA or equivalent networks. Data shall be secured by 128-bit encryption to be supplied with 5 year Software as service and Data hosting charges considering 1 feeder pillar cabinet upto 80 Nos of LED streetlights. The feeder pillar shall be able to communicate / dim / monitor luminaries individually. Supply and installation of individual lighting management system. Lighting Cabinets / feeder pillar to be connected independently to lighting management system server through a network such as RF/GPRS/GSM / LoRA or equivalent networks with open internet providing with a) Automatic(with a timer), remote (RF/GPRS/GSM / LoRA or equivalent networks) and manual switching option. b) remote energy measurement c) Near real time monitoring d)Alarms and report generation e)Emergency override locally and remotely f)Web based user interface with integrated visual maps g)Data security and secured system access h)Prevent unauthorized physical access to the street light control box i)secured 128 BIT encrypted communication between server and street light feeder panel.j) LED failure monitoring and alert per phase with necessary controls for dimming of streetlight system). This system shall enable user to control / monitor / collect data from individual luminaries. LED Luminiare and the Smart controls to be from the same manufacturer and minimum 5 warranty to be given in Letterhead of the Manufacturer.
10
1999930
199993
Supply and installation of 3.5 Core 35 Sqmm PVC insulated armored aluminum UG cable including all suitable accessories, fitting,etc as directed by the Engineer. The ISI marked PVC Insulated Armoured cables shall confirm to IS:1554(Pt-1)/1988 with latest amendment and bear BIS certification mark.
1000
368000
368
Supply and installation of 3.5 Core 25 Sqmm PVC insulated armored aluminum UG cable including all suitable accessories, fitting,etc as directed by the Engineer. The ISI marked PVC Insulated Armoured cables shall conform to IS:1554(Pt-1)/1988 with latest amendment and bear BIS certification mark.
10896
3530304
324
Supply and installation of 36/0.3 (2.5 Sqmm) copper PVC insulated cable including all suitable accessories, fitting,etc as directed by the Engineer. The ISI marked PVC Insulated Flexible cables shall conform to IS:1554(Pt-1)/1988 with latest amendment and bear BIS certification mark.
6356
667380
105
Supply & Laying 50mm Dia 10kg/m2 HDPE pipe for cable covering including excavation and refilling
11896
808928
68
Providing of utility duct with 50mm dia HDPE pipe 10kg/M2 including all suitable joining, coupling, taping, saddle etc using by HDD method as directed by the Engineer.
500
348000
696
Supply and arresting of rubber molded end cap for termination at HDD end including all the accessories, fitting etc as directed by the Engineer.
20
8020
401
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
3192
1072512
336
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20
154
1223376
7944
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
10
803040
80304
Earthing arrangements with GI Earth Plate including charcoal and salt with necessary excavation in all soils and to full depth as may be required and masonry work, re-filling the sides of foundation with excavated earth as per the standard specification and as directed by the Departmental Officers.
30
199980
6666
Providing and fixing of Digitally Printed Retro Reflectorized Overhead Gantry Informatory sign of 15 meter width and 1.8 meter height made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2022 and ASTMD4956 – 09, specification, Digitally Printed using Latex Printer for Traffic color logos/text and laminated with clear electro-cutable film and applied to properly prepared sign substratesm, fixed over 2mm thick aluminum sheet with back supporting frame of size 50mm x 50mm x 6mm MS Angle and supported on 2 numbers of vertical posts of 300NB (Nominal Bore) MS Pipe of 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. The sign board should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed substructure and foundation with Reinforced cement concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80mx1.80mx0.30m) with Fe 500 steel over Plain cement concrete M15 grade levelling course of 100mm thick. The minimum depth of foundation shall not be less than 2.00m. 1 number of MS Base plate of size 1200mm x 1200mm x 25mm with anchor bolts of 25mm dia and 1000mm length, 2 numbers of MS Top plate of size 900mm x 900mm x 16mm with suitable bolts, nuts and washers, suitable numbers of MS stiffner plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials, euipment, machinery and labour with all leads and lifts, loading charges and fixing the overhead sign board in position etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authourity and as directed by the Engineer-in-charge The micro-prismatic grade reflector sheet should have minimum co-efficient of retro-reflection values as per the table 6.9 of IRC 67-2022. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained. The warranty shall be inclusive of digitally printed logos/texts/legends and their bonding to the retro-reflective sheeting (as per MoRT&H Specification No.801). The latex printer used for digital printing should be used with inks of low VOC emissions and should have green guard, eco logo certificates as per UL 2801 standards.
3
3766980
1255660
Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2022 and ASTMD4956 – 09, specification, Digitally Printed using Latex Printer for Traffic color logos/text and laminated with clear electro-cutable film and applied to properly prepared sign substratesm, fixed over 2mm thick aluminum sheet with back supporting frame of size 50mm x 50mm x 6mm MS Angle and supported on a vertical post of 300NB (Nominal Bore) MS Pipe of 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. The sign board should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed substructure and foundation with Reinforced cement concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80mx1.80mx0.30m) with Fe 500 steel over Plain cement concrete M15 grade levelling course of 100mm thick. The minimum depth of foundation shall not be less than 2.00m. 1 number of MS Base plate of size 1200mm x 1200mm x 25mm with anchor bolts of 25mm dia and 1000mm length, 2 numbers of MS Top plate of size 900mm x 2100mm x 16mm with suitable bolts, nuts and washers, suitable numbers of MS stiffner plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials, euipment, machinery and labour with all leads and lifts, loading charges and fixing the overhead cantilever sign board in position etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authourity and as directed by the Engineer-in-charge The micro-prismatic grade reflector sheet should have minimum co-efficient of retro-reflection values as per the table 6.9 of IRC 67-2022. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained. The warranty shall be inclusive of digitally printed logos/texts/legends and their bonding to the retro-reflective sheeting (as per MoRT&H Specification No.801). The latex printer used for digital printing should be used with inks of low VOC emissions and should have green guard, eco logot certificates as per UL 2801 standards.
2
1081008
540504
Providing and erecting Direction and Place identification Retro-reflectorised Sign made out of Cube corner Micro Prismatic Grade sheeting confirming to Type XI standards of IRC-67:2022 and ASTM D 4956-09, specification and fixed over 2mm aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lists, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. Micro Prismatic Retro-Reflector sheet shall consist of minimum co-efficient of Retro-Reflection as per Table 6.9 of IRC 67-2022. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022 (as per MoRT&H Specification No.801)
21.6
310068
14355
Providing and fixing Retro-reflectorised Hazard Marker traffic Sign made out of Micro Prismatic Grade sheeting confirming to Type XI standards of IRC-67:2022 and ASTM D 4956-09, specification and fixed over 2mm aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lists, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High Intensity Retro-Reflector sheet shall consist of minimum co-efficient of Retro-Reflection as per Table 6.9 of IRC 67-2022. The retro-reflective sheeting shall be covered under 10-year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022 (as per MoRT&H Specification No.801)
4
18000
4500
Supplying and Fixing of Digitally Printed Retroreflective Single Arrow Sign board of size 1595mm x 900mm made of Type XI grade cube corner micro prismatic grade sheeting confirming to IRC 67-2022 as per ASTMD-4956-09 Specifications, Digitally Printed using Latex Printer for Traffic Colour logos/text and laminated with UV Resistant clear electro-cut film and applied to proper prepared sign substrate made of 4mm thick Aluminum Composite Material (ACM) with 0.5mm aluminium skin thick on both sides and back support frame angle of 25mm x 25mmx3mm Supported by 32NB, 2.7mm Thick Stainless steel pipe all round in 304 grade and 2 nos. of vertical posts of 65NB, 3.04mm thick stainless steel pipe of 304 grade firmly fixed to the found by means of properly designed foundation of size 300 mm x 300 mm x 450 mm with M15 Grade cement concrete and the item shall include earthwork excavation, cost of materials, loading, unloading, lead, lift, transportation etc, complete as per approved template. The signs shall be manufactured using a system of matched components of reflective sheeting and overlay films and digital inks manufactured and supplied by the reflective sheeting manufacturer .Digitally printed traffic colour (red, blue, green, yellow, orange and brown) areas on white sheeting shall not be having less than 70 percent of the value of the coefficient of retro reflection established for its colour and type of sheeting as given in Table 6.9 of IRC 67- 2022.The coefficient of retro reflection after the stipulated warranty period shall be minimum 80 percent of the initial value of the printed sign (initial value shall be minimum 70% of the values given in table 6.9 of IRC 67-2022). Match component system warranty for the components like retro-reflective sheeting, overlay films and digital inks shall be provided by the manufacturer The Retro reflective sheeting shall be covered under 10 years warranty issued for field performance and certified copy of completed three years outdoor exposure report shall be obtained by the engineer-in-charge. The warranty shall be inclusive of digitally printed logos/text/legends and their bonding to the retro-reflective sheeting (as per MoRT&H Specification No.801). The latex printer used for digital printing should be used with Inks of low VOC emission and should have Greenguard, eco logo certificate as per UL 2801 Standards. The warranty & Test certificates shall be obtained from the retro-reflective sheeting manufacturer by the contractor and shall be submitted to engineer-in-charge.
2
62760
31380
Grand Total
-
376462984
-
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