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 Date4 Dec 2024
Closing Soon9 Jan 2025
Tender Amount₹ 8,16,92,000
Costs
EMD
₹ 16,50,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Tn No 04/2024-25/hdo/nh/dt.03.12.24
Description
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Contact
Tender Id
2024_MoRTH_838001_1Tender No
TN No 04/2024-25/HDO/NH/Dt.03.12.24Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
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-
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Periyapatti Existing Bypass&Chinnapatti Existing Bypass &Kadavur underpass
1198
2996
3589423.64
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Vathipatti Existing Bypass&Natham Existing Bypass
600
2932
1759260
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Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 502 of MORTH Rev-5
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-
-
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Periyapatti Existing Bypass&Chinnapatti Existing Bypass &Kadavur underpass
5380
47
255173.4
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Vathipatti Existing Bypass&Natham Existing Bypass
2400
47
113544
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Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification No 111,112,501,504,900 - Grading II (Table 500-7) - For patch work using Mini hot mix plant
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-
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Vathipatti Existing Bypass&Natham Existing Bypass
189.18
7747
1465619.08
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface
-
-
-
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Periyapatti Existing Bypass&Chinnapatti Existing Bypass &Kadavur underpass
28176
13
387983.52
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Vathipatti Existing Bypass&Natham Existing Bypass
34802.1
13
478876.9
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Providing and laying dense graded bituminous macadam Grade II using VG40 Grade Bitumen with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. (50-75 mm)
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-
-
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Periyapatti Existing Bypass&Chinnapatti Existing Bypass &Kadavur underpass
1677.8
9610
16124933.13
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Vathipatti Existing Bypass&Natham Existing Bypass
1852.62
9379
17376482.55
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Providing and laying bituminous concrete Grade II using VG40 Grade Bitumen with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects) (30mm - 40 mm)
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-
-
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Periyapatti Existing Bypass&Chinnapatti Existing Bypass &Kadavur underpass
1342.24
11407
15311710.18
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Vathipatti Existing Bypass&Natham Existing Bypass
1488.08
11170
16622880.38
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance
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-
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Periyapatti Existing Bypass&Chinnapatti Existing Bypass &Kadavur underpass
332.4
680
226098.48
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Vathipatti Existing Bypass&Natham Existing Bypass
1029
476
490627.2
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Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
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-
-
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Vathipatti Existing Bypass&Natham Existing Bypass
3
2197
6591
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Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.
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-
-
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Vathipatti Existing Bypass&Natham Existing Bypass
14
574
8045.1
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Removing and refixing the existing Center median of size 0.610m at bottom 0.250m at middle 0.150 at top and to aheight of 0.860m and length of 1.00m including all machinary and labour charges for raising the level.Removing and refixing the existing Center median of size 0.610m at bottom 0.250m at middle 0.150 at top and to aheight of 0.860m and length of 1.00m including all machinary and labour charges for raising the level
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-
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Vathipatti Existing Bypass&Natham Existing Bypass
70
248
17420.2
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Providing and laying of Hot Applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35 The finished surface to be level uniform and free from streaks and holes etc complete as per Clause 803 of MORT & H Specification (V Revision)
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-
-
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Periyapatti Existing Bypass&Chinnapatti Existing Bypass &Kadavur underpass
1063.65
890
946648.5
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Vathipatti Existing Bypass&Natham Existing Bypass
1440.3
890
1281867
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Providing and fixing of Reflective Road Studs of 'Category A' Raised pavement markers made out of poly carbonate/ methyl methecrylate/ABS moulded body confirming to ASTM D 785 and feflective panels with micro prismatic lens capable of providing total internal reflectance and chromatically values confirming to ASTM D2480. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III dt 11.06.97. The height and width and length shall not be less than 15mm , 90 mm and 100 mm with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than vlues specified in Table 2 of MORTH circular.The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf, Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manfacturer's recommendation and complete as directed by the Engineer, The marker shall support a load of 13635 Kg tested in accordance with ASTM D2480 and confirming to IRC 67-2015 guidelines and MORTh specification 804 etc., complete
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-
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Periyapatti Existing Bypass&Chinnapatti Existing Bypass &Kadavur underpass
1079
480
517920
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Vathipatti Existing Bypass&Natham Existing Bypass
956
480
458880
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Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction 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 MORTH specification no 801)
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-
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Vathipatti Existing Bypass&Natham Existing Bypass 90cm Equilateral Triangle
8
5126
41008
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Vathipatti Existing Bypass&Natham Existing Bypass Chevron Board 45cmX 60cm
16
4316
69056
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Providing and erecting of retro refectorised 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction 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 MORTH specification no 801)
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Vathipatti Existing Bypass&Natham Existing Bypass
14
4000
56000
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Providing and erecting direction and place identification retro-reflectorised sign made out of high intensity Prismatic grade sheeting confirming to Type XI standards of IRC 67-2012 and ASTM D 4956- 09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm 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 directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of imum coefficient of retro- Reflction as per Table 6.6 of IRC 67-2012.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 67-2012( For location of Blackspot,curve,Sharp bend,Junction,Ghat roads and critical zone application ( for sign having area more than 0.9 sqm (type XI)
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-
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Vathipatti Existing Bypass&Natham Existing Bypass
7.2
14355
103356
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Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
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Vathipatti Existing Bypass&Natham Existing Bypass
20
6500
130000
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Providing RCC Centre Median of size 0.610m at bottom 0.250m at middle 0.150 at top and to height of 0.860m from the road level and 1 RM length including cost and conveyance of all materials to work site including picking the existing B.T surface if necessary and excavating the officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.
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Vathipatti Existing Bypass&Natham Existing Bypass
435
4952
2154120
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Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.
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-
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Vathipatti Existing Bypass&Natham Existing Bypass
2
25000
50000
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GI Tabular Pole for Street Light 10 metre Length Single Bracket Pole With Base Plate (300 x 300 x 6mm) 139.70mm OD x 4.50mm thick x 5200mm Length, 114.30mm OD x 4.50mm thick x 2400mm Length, 88.90mm OD x 3.25mm thick x 2400mm Length. No extra cost on conveyance charges shall be allowed for the items included under this category. The rates approved therein are applicable at site of Work.
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-
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Vathipatti Existing Bypass&Natham Existing Bypass
28
15800
442400
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared bituminous surface
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-
-
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Vathipatti Existing Bypass&Natham Existing Bypass
651.15
21
13902.05
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Providing and laying bituminous concrete Grade I with waste plastic with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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. 507 complete in all respects
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-
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Vathipatti Existing Bypass&Natham Existing Bypass
32.56
11013
358610.96
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Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of anisosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
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Vathipatti Existing Bypass&Natham Existing Bypass
267
470
125490
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Construction of Sigle cell RCC Box culvert at Km 0/10
Earthwork excavation in ordinary rock not requiring blasting using mechanical means, 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 etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
29
184
5336
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Vibrated Cement concrete in M-15, using ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation.
7.34
6930
50866.2
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Vibrated Reinforced Cement concrete in M20 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CELL BOX ( below sill level)
16.42
7363
120913.27
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Vibrated Reinforced Cement concrete in M20 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CELL BOX (Above sill level)
26.45
8851
234108.95
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Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever 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.
2.88
85491
246214.08
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Vibrated cement concrete of grade M15 using ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for Wings walls, Toe walls, Curtain walls & parapet wall.
1.17
6930
8108.1
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared bituminous surface
18.2
21
388.93
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Providing and laying bituminous concrete Grade II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects
0.73
11407
8327.53
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Providing and fixing weep holes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour for fixing,etc.complete to drain the backfill in between abutment and wings
20
177
3550
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