Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Mar 2024
Closing Date23 Dec 2024
Tender Amount₹ 1,43,00,07,088
Costs
EMD
₹ 1,43,00,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Balance Work For Rehabilitation And Upgradation Of Sidhi -singrauli Road
Description
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Contact
Tender Id
2024_MoRTH_800258_1Tender No
CE-RO/BPL/Tender/11/2023-24Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
Balance work for rehabilitation and upgradation of Sidhi -Singrauli Road from Km 119/000 to Km 154/000 (Design Length - 35.00 Km) of NH-39 (Old NH-75E) to four lane with paved shoulder in the State of Madhya Pradesh
BOQ Items
C Prestressed / Reinforced cement concrete grade M-20 & above
814
952380
1170
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
5044
277420
55
Excavation in Ordinary Rock using Hydraulic Excavator and Tippers cum 63.00 with disposal upto 1000 metres (Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per relevent clauses of section-300 of specification.)
20175
1513125
75
Excavation in Hard Rock with disposal upto 1000 metres cum 182.00 Excavation for roadway in hard rock with rock breakers i/c breaking rock or by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with all lifts and leads upto 1000 metres and as per relevent clauses of section-300 of specification.
25219
5119457
203
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)
67360
10440800
155
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)
45394
2723640
60
Construction of Subgrade Construction of embankment with approved material having from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
151796
28234056
186
Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of 400.
A Earthen Shoulders (CBR value 7)
24196
4500456
186
Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 of specification
205
28905
141
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.
120
64080
534
Granular Sub-Base with Coarse Graded Material Granular Sub-base with Well Graded Material (CBR30 or more)(Table:- 400-1 & Table 400-2)Construction of granular sub-base by providing well gradedmaterial like natural sand crushed gravel or crushed stone having CBR 30, spreading in uniform layers with motor graderon prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired ensity, complete as per Clause 401 of Specification.
69792
65185728
934
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications
77312
115426816
1493
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 0.75 kg/sqm using mechanical means as per clause 502 of specifications
402303
14885211
37
Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,transporting the hot mix to work site, laying with a hydrostatic
paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.
(ii) for Grading I(40 mm nominal size )
34029
268522839
7891
Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
-
-
-
(i) @ 0.25 kg per sqm (normal bituminous surfaces)
591500
8281000
14
(iI) @ 0.3 kg per sqm (dry & hungry bituminous surfaces
/granular surfaces treated )
257921
4126736
16
Bituminous Concrete
Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification.
a) Using Batch Mix Plant of appropriate capacity andPaver Finisher Hydraustatic with Sensor control.
(ii) for Grading-I ( 50-65 mm thickness ) with 30/40
bitumen (VG-40)
26808
265265160
9895
Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.
1800
4980600
2767
Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.
3600
21970800
6103
Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.
-
-
-
I) Mild steel
42.2
2683371
63587
ii) Tor steel
1.8
122934
68297
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
B Using Concrete Batching and Mixing Plant
67412
28650100
425
Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm
Providing, fixing and erecting 50 mm dia steel pipe (weighing 3.56
kg per mts.) 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.
40
80040
2001
Retro- reflectorised Traffic signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/ sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
-
-
-
90 cm equilateral triangle Cautionary/Warning Sign
849
3552216
4184
60 cm equilateral triangle Cautionary/Warning Sign
12
36132
3011
60 cm circular 'Mandatory/Regulatory Signs
51
192729
3779
80 cm x 60 cm rectangular Informatory Signs
11
54681
4971
60 cm x 45 cm rectangular Informatory Signs/Cheveron Sign
78
288600
3700
60 cm x 60 cm square Informatory Signs
1
4245
4245
90 cm high octagon Stop Signs
5
30660
6132
Direction and Place Identification signs upto 0.9 sqm size
board.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/ sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 4500x4500x600 The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
45
400185
8893
Direction and Place Identification signs with size more than 0.9 sqm size board.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide clause 801.3.3 fixed over Aluminium composite material sheet with
thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
77
564487
7331
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 all complete as per clause 803 of specifications.
20414
12983304
636
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
(i) 5th kilometre stone (precast)
14
45850
3275
(ii) Ordinary Kilometer stone (Precast)
56
111104
1984
(iii) Hectometer stone (Precast)
280
161840
578
(iv) Boundary Stone
350
191100
546
Road Delineators
Supplying and installation road delineators (road way indicators). as per MORT&H Clause 806. The structure shall be made in roll forming process having height of 80-100 cm above the ground level, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79: 1981, are as directed by the by. the Engineer painted black with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides complying to IRC:79:1981. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67:2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI label specification. The delineator shall have grooves across the length to make the reflective sheets vandal- proof.
15315
15161850
990
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
4535
3052055
673
Providing and fixing guard stones 220x220x1000mm made of hammer dressed stones and fixed 400mm into the ground in moorum and broken aggregates block of size 500x500x500 mm and given two coats of paints with white and black bands i/c excavation etc. complete.
140
51520
368
Traffic Cone - Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873
24
4728
197
Providing Pedestrian Guard Rails and safety barriers as per clause 9.10 of IRC SP-84 & IRC 103 Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level
Providing, fencing and erecting 50 mm dia (weighing 3.56 kg per
mts.) painted steel pipe railing in 3 rows on precast M20 grade
RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes
50 mm dia for pipe, fixed 2 metres centre to, complete as per
approved drawing.
7800
11161800
1431
Design, Fabricate, supply and installation of 10m height single arm light pole for 1km at 25m interval with its accessories on suitable RCC foundation including base plate, nuts, bolts etc. complete as per Section-10 & Section-12 of IRC:SP-84.
127
9525000
75000
Design, Fabricate, supply and installation of 10m height Double arm light pole for 1km at 25m interval with its accessories on suitable RCC foundation including base plate, nuts, bolts etc. complete as per Section-10 & Section-12 of IRC:SP-84.
337
33700000
100000
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.
(i) M 40 grade concrete
1096
4045336
3691
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)
12343
55543500
4500
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)
48428
37725412
779
Planting of low height flowering Plants and Shrubs in one rows in central median as per clause 11.2.4 of IRC:SP-84.
17772
1777200
100
Rain Water Harvesting at the interval of 500m
70
7000000
100000
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. as per relevant clauses of section 300 & 2100 in
B Mechanical Means
-
-
-
i) Depth upto 3 m
66649
4065589
61
ii) Depth 3 m to 6 m
969
67830
70
iiI) Above 6 Meter
260
22360
86
Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100
6392
27798808
4349
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600
403
32783647
81349
Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .
-
-
-
A) PCC Grade M15
444
2049948
4617
B) PCC Grade M20
18363
94789806
5162
D) PCC Grade M25
2884.65
15487685
5369
G) RCC Grade M30
281
1522739
5419
H) RCC Grade M35
1175
6453100
5492
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
PCC Grade M20
20.7
118548
5727
RCC Grade M35
1602
10281636
6418
RCC Grade M40
18
120024
6668
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600.
234
19078020
81530
Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
627
75240
120
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
4677
865245
185
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78 A Granular material
8783
5840695
665
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.
1524
1143000
750
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications
956800
822848
0.86
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in
-
-
-
E)RCC & PSC Grade M-35
1706
10945696
6416
(viii)RCC & PSC Grade M-40 I Beam , i/c launching
771
7294431
9461
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications as per relevant clauses of section 1600
416
34448960
82810
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..
780
9114300
11685
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of sections 1500, 1600, 1700 and clause 2703 of specifications (as per MoST specification drawing SD/201 or SD/304)
1428
2947392
2064
Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.
135
176985
1311
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700
233
1086712
4664
Reinforced cement concrete approach slab (Grade of concrere M 30) including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.
469
4541327
9683
Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m
2676
206052
77
Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
604
3341328
5532
Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.)
1900
9399300
4947
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
A Stone/Boulder
7620
16847820
2211
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
3647
2735250
750
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
3702
8436858
2279
Supplying and fixing of cooler / A.C. MS angle iron stand including flat iron supports, including grouting in wall, if required, welding and painting with primer and two coat of superior quality paint complete.
190
17480
92
Supply and erection of hot dip G.I. cable tray perforation not more than 17.5% for specific dimensions along with tees, bends.. The cable tray shall be hang from ceiling/ fixed to wall with necessary angle/flat iron / hanging rod, for ceiling suspensions, clamps, anchor fastner, nuts, bolts, washers, not mor than 1.5 mtr. apart complete as per specification to complete the job. The tray shall be as follows :
-
-
-
150 x 50 mm x 1.6mm thick (200 x 20)
149
104151
699
300 x 50 mm x 1.6mm thick (300 x 40)
67
68809
1027
Supply of approved make powder coated sheet steel encloser SPN MCB DB inclusive of Bus bar, Neutral bar, Earth bar & two earth terminals etc. complete as per IS:13032 (exclusive of MCB & isolator)
-
-
-
4 way Double Door IP 43 protection
14
23786
1699
3 Pin 6 Amp Socket Outlet on Separate Board
(a) Long Point
11
21516
1956
6U cabinet 371.30 X 600 X 500, wall mounting with power supply and Fan etc.
11
76692
6972
1.0 Ton split AC (including all acessories)
11
352000
32000
Instollation Charge
11
16500
1500
Supplying and fixing PVC conduit ISI marked along with the accessories in concealed system etc. as required
(i) PVC Conduit 25 mm (HMS)
42
2814
67
Led Light fixture 18 W - Supply and fixing Led tube rod comprising of LED tube with non integral / integral driver, 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with efficacy 80 lm/W. LED driver PF 0.95 & THD 20%. The colour rendering index of LED light should be more than 70. Submission LM 80-08 Form LED Source Manufacturer & LM79-08 / IS16106 from NABL approved lab. Manufacturer mandatory i/c connection wire, testing etc. to complete the job. 2 Yrs Guarantee certificate from manufacturer. 1 X 18/20/22W, Integra
11
7843
713
Providing and fixing Litter bins complete as per Technical Specifications.
17
85000
5000
Rest areas with toilets, drinking water
1
250000
250000
Provision of Lighting.
5
625000
125000
Providing water kiosks at bus bays
16
320000
20000
Providing shelters for bus passengers as per drawing and Technical Specifications 1500, 1600 and 1700
4
5924852
1481213.15
Providing and fixing Liter bin complete as per Techical Specification.
4
140000
35000
Providing shelter for Bus Passanger as per Drawing and techical specification 1500,1600,1700.
4
500000
125000
Y OR T Type Major Junction
1
250000
250000
Lighting of Junction
1
300000
300000
Supply, erection & commissioning of portable single toll booth cabin with guard rail structure using hollow pipe section, structural steel, base plate, anchor bolt, duly primered with epoxy primer, enamel paint as per requirement and specification
8
2074080
259260
Supply, erection & commissioning of portable double toll booth cabin with guard rail structure using hollow pipe section, structural steel, base plate, anchor bolt, duly primered with epoxy primer, enamel paint as per requirement and specification
3
960480
320160
Foundation Brick masonry work- Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
59
405448
6872
Water Profing Membrane - Membrane with 7 mm thick Providing and laying membrane over toll plaza tunnel surface.
1146
77928
68
RCC 450 MM Dia pipe Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. for Single Row for one utility service
151
255032
1688.96
Semi perforated 160 mm dia PVC Pipe - Sub Surface Drains with Perforated Pipe Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site
151
45904
304
PVC pipe 150 MM Dia for WIM Dranage System- Providing PVC pipe slotted as per direction Engineer-in-Charge and fixing in Rain water recharge pit/Percolation pit or Soakway with jute coir wrapping pipe.
144
42768
297
PVC pipe 75 MM Dia section Pipe (Green pipe) for Laying Electrical Cable- Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
252
36792
146
75 mm dia GI Pipes 6 m length 26 Nos.- Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
117
61893
529
75 mm dia PVC Pipe 6 m length 478 Nos.- Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
215
31390
146
50 mm dia PVC pipe 6 m length 688 nos.- Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
310
45260
146
50 mm dia long bend 350 nos. for ETC Leader + LPIC - Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Camera
158
23068
146
Tube Light Fixture 2x28 W
11
1650
150
UPS Socket (3x5A
11
15400
1400
UPS Socket (3x5A installation
11
3300
300
Switch Board with 5A Socket
11
8800
800
Switch Board with 5A Socket installation
11
2200
200
Canopy lighting
-
-
-
Canopy light
36
162000
4500
Instollation Charge
36
18000
500
Cable 2.5 mm 3 core flexi copper
1550
93000
60
Canopy
1035
1440720
1392
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes
88702
7495319
84.5
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter .(600 mm over all girth).
71
53250
750
GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60
microns (minimum), including factory painted after bending.
1142
1371542
1201
Stop Board Marking - Direction and place identification signs size more than 0.9 sqm size board. Providing and fixing of retroreflectorised cautionary and informatory sign board as per IRC 07.2010 made of high intensity micro- prismatic grade sheenng (Type X1) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDFE) between two thick skins /sheets of aluminum with overall thickness of mm and aluminium skin of thickness 0.3 on both side.
65
862651
13271.56
Providing electronic weigh bridge 100 Tonne capacity as per section 10 of IRC:SP-84.
2
2045285
1022642.56
Providing Generator Room as shown on drawings including arrangement for electric supply as per Section 10 of IRC:SP-84.
30
420000
14000
Construction of Administrative Block including Traffic Aid Post & Emergency Medical Aid Post,
800
11200000
14000
Construction of 2 Nos. Toielet Blocks (1 on Both Side) for Public users
(As per Letter no NHAI/GM/CMII/SBM/Misc/2016/96855 dated 20.03.17
120
1680000
14000
Patrolling vehicle as per clause 12.8 of IRC:SP-84
1
750000
750000
Mast lighting (with a high of 30m) for toll plaza as per Section-10 of IRC:SP-84.
2
1600000
800000
Design, Fabricate, supply and installation of 10m height single arm light pole for 1km at 25m interval with its accessories on suitable RCC foundation including base plate, nuts, bolts etc. complete as per Section-10 & Section-12 of IRC:SP-84.
40
800000
20000
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