Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date13 Mar 2024
Closing Date23 Jan 2025
Tender Amount₹ 1,62,50,89,182
Costs
EMD
₹ 1,63,00,000Document 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_800261_1Tender No
CE-RO/BPL/Tender/12/2023-24Tender 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 154/000 to Km 187/99 (Design Length - 33.99 Km) of NH-39 (Old NH-75E) to four lane with paved shoulder in the State of Madhya Pradesh
BOQ Items
... More
C Prestressed / Reinforced cement concrete grade M-25& above
895.32
1047524
1170
... More
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.
650
149500
230
... More
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)
17041.1
937260
55
... More
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.)
5814.94
436120
75
... More
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.
7268.68
1475542
203
... More
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)
929534.25
144077808
155
... More
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)
13083.63
785017
60
... More
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.
161446.7
30029086
186
... More
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres))
Mechanical means
39926
2675042
67
... More
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.
Earthen Shoulders (CBR value 7)
24132.95
4488728
186
... More
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
547.67
77221
141
... More
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.
360
192240
534
... More
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.
72528.9
67741992
934
... More
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
74913.43
111845750
1493
... More
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
262320.5
9705858
37
... More
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 )
25378.45
200261348
7891
... More
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.
-
-
-
... More
(i) @ 0.3 kg per sqm (dry & hungry bituminous surfaces
/granular surfaces treated )
299106.2
4785699
16
... More
(i) @ 0.25 kg per sqm (normal bituminous surfaces)
585987.5
8203825
14
... More
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)
29082.69
287773217
9895
... More
Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall. (Back filling behind the facing element shall be paid separately as per Chapter 3.12) (iii) Facing elements of RCC a . RCC Panel
29000
19285000
665
... More
Reinforced cement concrete crash barrier with frication slab Provision of an Reinforced cement concrete crash barrier with frication slab at the approaches to bridge structures, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:112 and as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. (Area-0.185 Sqm, /Meter) below frication slab and (Area-1.03 Sqm, /Meter)Crash Barrier with frication slab Unit= Linear meter
3326
50458746
15171
... More
Supplying and laying drainage composite for use behind walls, between two different fills, alongside and below drains of road, etc having drainage core of HDPE/polypropylene type, thermally bonded with non-woven geotextile on both side of maximum apparent opening size 150 micron & permeability of 70 lit/m2 sec. Geocomposite drain having in plane flow capacity of 1.5 lit/m sec. at hydraulic gradient of 1.0 & 100kPa pressure as per ASTM D 4716 and tensile strength of 20kN/m as per ASTM D4595.Geocomposite drain having creep factor less than equal to 1.3 as per ASTM D 7931,with all leads and lifts, manpower, machinery, materials, labour etc. complete and as directed by Engineer-In-Charge.
27337
16839592
616
... More
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) Using Concrete Batching and Mixing Plant
30585.8
12998965
425
... More
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 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 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
-
-
-
... More
90 cm equilateral triangle Cautionary/Warning Sign
124
518816
4184
... More
60 cm equilateral triangle Cautionary/Warning Sign
26
78286
3011
... More
60 cm circular 'Mandatory/Regulatory Signs
50
188950
3779
... More
80 cm x 60 cm rectangular Informatory Signs
74
367854
4971
... More
60 cm x 45 cm rectangular Informatory Signs/Cheveron Sign
48
177600
3700
... More
60 cm x 60 cm square Informatory Signs
12
50940
4245
... More
90 cm high octagon Stop Signs
12
73584
6132
... More
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.
13643
8676948
636
... More
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)
-
-
-
... More
(i) 5th kilometre stone (precast)
14
45850
3275
... More
(ii) Ordinary Kilometer stone (Precast)
54
107136
1984
... More
(iii) Hectometer stone (Precast)
272
157216
578
... More
(iv) Boundary Stone
340
185640
546
... More
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.
1062
1051380
990
... More
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
4797
3228381
673
... More
Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98- 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
-
-
-
... More
Single Row for one utility service
1
1786
1786
... More
Double Row for two utility services
1
3253
3253
... More
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.
136
50048
368
... More
Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)
1
2001
2001
... More
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.
8181
11707011
1431
... More
Overhead Gantry Sign High intensity mirco-prismatic type sheeting (hip) type- iv overhead sign board type - iii for both side message board, span 16 mtr.(13.5 x 1.5 sq.mtr. Sheeting) with complete erection work.
5
1000000
200000
... More
Cantilever type overhead sign
67.2
5534390
82357
... More
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.
199
14925000
75000
... More
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.
317.66
31766000
100000
... More
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
2012.72
7428949
3691
... More
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)
10326
46467000
4500
... More
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)
29894
23287426
779
... More
Planting of low height flowering Plants and Shrubs in one rows in central median as per clause 11.2.4 of IRC:SP-84.
18480.83
1848083
100
... More
Rain Water Harvesting at the interval of 500m
68
6800000
100000
... More
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
-
-
-
... More
i) Depth upto 3 m
62109.12
3788656
61
... More
ii) Depth 3 m to 6 m
1218.65
85305
70
... More
iiI) Above 6 Meter
531.59
45716
86
... More
Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100
7545.79
32816640
4349
... More
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
938.71
76363119
81349
... More
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 .
-
-
-
... More
PCC Grade M15
601.7
2778048
4617
... More
PCC Grade M20
8323.13
42963997
5162
... More
RCC Grade M25
8070.29
43329387
5369
... More
RCC Grade M30
1021.24
5534099
5419
... More
RCC Grade M35
3437.38
18878090
5492
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
... More
PCC Grade M20
464.13
2658064
5727
... More
RCC Grade M35
3102
19908636
6418
... More
RCC Grade M40
18.34
122291
6668
... More
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600.
343.65
28017777
81530
... More
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
11361.19
2101820
185
... More
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
1923.5
1279127
665
... More
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.
1284.92
963686
750
... More
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
2072800
1782608
0.86
... More
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
-
-
-
... More
RCC & PSC Grade M-35
4417
28339472
6416
... More
RCC & PSC Grade M-40 I Beam , i/c launching
136.3
1289534
9461
... More
RCC & PSC Grade M-45
300.73
2207057
7339
... More
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications as per relevant clauses of section 1600
844.66
69946294
82810
... More
High tensile steel wires/strands including all accessories for stressing,stressing operations and grouting complete as per drawing and Technical Specifications and as per relevant clauses of section 1800.
75.45
8464358
112185
... More
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..
976.26
11407598
11685
... More
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)
1267.68
2616491
2064
... More
Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.
110
144210
1311
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700
275.15
1283276
4664
... More
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.
567.86
5498539
9683
... More
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.
653.54
3615408
5532
... More
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.)
2465.89
12198757
4947
... More
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
6342.38
14023002
2211
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
4821.94
3616455
750
... More
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
4773.2
10878122
2279
... More
Providing and fixing Liter bin complete as per Techical Specification.
13
455000
35000
... More
Providing shelter for Bus Passanger as per Drawing and techical specification 1500,1600,1700.
12
1500000
125000
... More
Providing and fixing Litter bins complete as per Technical Specifications.
10
50000
5000
... More
Rest areas with toilets, drinking water
6
1500000
250000
... More
Provision of Lighting.
15
1875000
125000
... More
Providing water kiosks at bus bays
26
520000
20000
... More
Providing shelters for bus passengers as per drawing and Technical Specifications 1500, 1600 and 1700
10
14812131
1481213.15
... More
Balancing Pipe Culvert
6
1800000
300000
... More
Y OR T Type Major Junction
2
500000
250000
... More
Lighting of Junction
2
600000
300000
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