Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Bridge Construction
Civil And Construction
Road Construction
Eprocure
Opening Date4 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 77,21,55,000
Costs
EMD
₹ 1,55,00,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
One Time Improvement On Existing Carriageway Of Nagappattinam -ramanathapuram - Tuticorin Road Nh-32 From Km 8/0 -km 154/4 Including
Description
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Contact
Tender Id
2024_MoRTH_833482_1Tender No
TN No 03/2024-25/HDO/NH/Dt.04.11.24Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
Km 8/0-154/4
15.77
313891
4949438.02
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Hydraulic excavator (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Km 8/0-75/4
21577.9
11
248145.85
Providing laying spreading and compacting graded stone aggregate 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 layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achiever the desired density as per clause 406 MORT & H Vth specification Km 8/0-75/4
16183.43
5306
85873810.94
Providing and applying Prime Coat over the prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kgs/sqm using mechanical means as per clause 502 MORT&H Vth Revision Specification over WMM Km 8/0-75/4
64733.7
48
3122106.35
Providing and applying tack coat with Emulsion bitumen (RS1) using pressure distributor at the rate of 0.25 Kg/sqm over Primed surface. Km 8/0-75/4
64733.7
16
1080405.45
Tack Coat on Bituminous surfaces (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 cleaned with mechanical broom.)
-
-
-
Km 8/0-75/4
411179.15
13
5624930.77
Km 75/4 - 154/4
390351
13
5343905.19
Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam 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)
-
-
-
Km 8/0-75/4
6659.9
12317
82030188.1
Km 75/4 - 154/4
970.54
12023
11669336.22
Bituminous Concrete Grading -II (Providing and laying bituminous concrete 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) (using CRMB)
-
-
-
Km 8/0-75/4
18979.49
13748
260935722.37
Km 75/4 - 154/4
15596.91
13454
209854084.51
Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) for grading II Material
-
-
-
Km 8/0-75/4
3719.25
544
2023272
Km 75/4 - 154/4
8786.75
531
4665764.25
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 (Carted Earth)
-
-
-
Km 8/0-75/4
16218.09
470
7624124.11
Km 75/4 - 154/4
21271.63
483
10274197.29
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)
-
-
-
Km 8/0-154/4
18429.96
144
2653914.24
Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
Km 8/0-154/4
118
2197
259246
Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (5th Km Stone)
-
-
-
Km 8/0-154/4
56
7895
442120
Hectometer Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
Km 8/0-154/4
586
574
336744.9
Providing and laying of hot applied thermoplastic compound 2.50mm 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 streakes & holes etc., complete as per MORT&H Specification No 803.
-
-
-
Km 8/0-154/4
39827.83
890
35446768.7
Providing and Fixing reflective road Stud of category A raised pavement markers made out of poly corbonate / methyl methecrylate/ ABS moulded body confirming to ASTM D788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with rectro-reflectance and chromaticaly values conforminmg to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III dt 11.06.97 and the length height and width of the body shall not be less than 100mm 15mm and 90mm and with minimum reflective area of 13Sq.Cm on each side and the slope to the base shall be 35+/-5 degree. Each reflector shall have a CIL not less than values specified in Table II of said MORTH Circular. The strength of detachment of the integrated cyliderical shanks , (of Dia metre not less than 19+/- 2mm and height not less than 30+/- 2mm) 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 manufacture recommendation and the complete as dircted by the Engineer. The Markers will support a load of 13635 Kg tested in accordence with the ASTM D4280 and confirming to IRC 35 - 2015 guidelinesand MORTHSpecification 804 etc. complete. For Road Markers/ Road Stud with Lens Reflector.
-
-
-
Km 8/0-154/4
36054
480
17305920
Supply and instalation of solar powered blinker Light Consist of materials such as, Solar panel 6Wp, Solar LED Blinker with 30mm dia (LED - 192Nos) Red/Yellow, charge controller - 12V /SA, SMF 40AH/12V Battery, Visible Distance - 1000 meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure Mounting Brackets and other accessories, Pole Height 17 feet and civil works including Land levelling, cleaning and digging pits & concrete and levelling of pole, testing and connection of battery, charger controller and solar panel wiring work including cost and conveyance of all materials, equpiments, machineries in worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.
-
-
-
Km 8/0-154/4
128
25000
3200000
Providing and erecting of Retro-Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting conforming 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 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 sheeting shall be covered under 7 year warrenty 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) (30cm X 90cm Rectangular).
-
-
-
Km 8/0-154/4
890
4000
3560000
Providing and erecting 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 Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the botttom 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 designed foundation with M15 grade cement concrete 45cmx 45cmx60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in the 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 7year warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801) 60x45 Chevron Board.
-
-
-
Km 8/0-154/4
342
4316
1476072
Providing and erecting 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 Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the botttom 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 designed foundation with M15 grade cement concrete 45cmx 45cmx60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in the 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 7year warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801) 90Cm equilateral Triangle
-
-
-
Km 8/0-154/4
592
5126
3034592
Providing and erecting Direction and Place Identification Retro-reflectorised 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 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 67-2012 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) ii) Rate per sqm (for sign having area upto 0.9 sqm) Type-IV.
-
-
-
Km 8/0-154/4
89.6
11491
1029593.6
Providing and fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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 Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the botttom 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 designed foundation with M15 grade cement concrete 45cmx 45cmx60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in the 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 7year warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801) (80x60 Rectangular) Accident Zone Board
-
-
-
Km 8/0-154/4
98
11805
1156890
Reconstruction of Box culvert 2.0mX 2.0m at Km 103/8 (i) Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
51.46
486
25019.85
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
71.11
184
13084.24
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT
12.51
10355
129541.05
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT BASE SLAB AND WALL
20.52
11780
241725.6
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT DECK SLAB
32.33
13386
432769.38
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 Section 2706 of MORT&H Specficaton (Fifth Revision-2013)
3.66
86053
315126.09
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WING WALLS (Below Sill Level)
32.14
11041
354857.74
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WING WALLS AND PARAPETS (Above Sill Level)
37.6
11041
415141.6
Granular Sub-base with Graded Material (Table:400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for Grading-V
3.38
4619
15613.17
Wet Mix Macadam (Table:400-13) (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, complete as per clause 406)
2.1
5020
10544
Prime coat: (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502) - over WMM
8.4
48
407.32
Tack Coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)
8.4
16
140.36
Providing and laying Dense Graded Bituminous Macadam Gr.II using VG-40 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 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. 507 complete in all respects. Grade-II
0.42
12023
5049.89
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.(Over Cement Concrete Surface)
36.66
21
778.66
Bituminous Concrete (Table 500-17) (Providing and laying bituminous Concrete with hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF of mix and filter, transporting the hot mix to worksite, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction asper MORTH specification clause No.507 complete respects) Grading I (50mm thk)
1.83
13302
24383.83
Refilling with excavated soil ( other than sand) complying with standard specification for filling in foundation and basement
51.39
42
2202.06
Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings
30.8
203
6255.48
Reconstruction of single Row Pipe culvert at Km 85/8
Removing all types of Hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works:
12.5
2414
30178.75
Dismantling and removing PCC and stacking useful materials as directed by the departmental officers etc., complete
13.65
486
6636.63
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as bailing out 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
51.68
184
9509.12
Plain Cement Concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, 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 relevant standard specifications for body wall.
2.69
10355
27854.95
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and including all other incidental charges etc., complete as per relevant standard specifications for body wall.
27.64
11041
305173.24
Hoisting and fixing of 1200 mm dia RCC pipes to proper gradient including all labour charges and all other incidental charges etc., complete
12.5
6536
81702.5
Gravel filling with good clean gritty gravel of granular materials shaped concentrically including cost and conveyance of all materials to site and labour charges etc., complete for over pipes & in between pipes as per specification.
15.92
171
2728.69
Granular Sub-base with Graded Material Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for Grading-V
4
4619
18477.12
Wet Mix Macadam (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, complete as per clause 406)
2.8
5020
14058.66
Prime coat: (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502) - over WMM
11.2
48
543.09
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.(Over Prime Surface)
11.2
16
187.15
Providing and laying Dense Graded Bituminous Macadam Gr.II using VG-40 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 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. 507 complete in all respects. Grade-II
0.56
12023
6733.19
Bituminous Concrete Grading -II (Providing and laying bituminous concrete 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)
0.45
13454
6054.68
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