National Highways Authority Of India Tender
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Costs
EMD
₹ 21,95,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Summary
Routine Maintenance And Incident Management Of 4-laning Of Punjab/haryana Border-jind Section Of Nh-71 From Km 238.695
Description
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Contact
Tender Id
2024_NHAI_199292_1Bid Award Id
ViewTender No
PD-HSR/HSR-DBL/NH10/PKG-I/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/Package Tenders
PD-HSR/HSR-DBL/NH10/PKG-I/RFP
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BOQ Items
Operation of medical Aid Post: These service shall include setting up medical aid posts. The contractor shall provide two patient capacity rescue ambulances at the each Toll Plaza location. Specification of two patient capacity rescue ambulance along with medical services on Board equipment, medicines and manpower are given in Annexure D. Mentioned under clause 12.12 of IRC SP 84 2019. The work shall be done as per directios of the Engineer In-Charge
12
1514582
126215.18
Removing the dead animal/birds laying on the complete highway length and burying them at proper safe locations utside ROW complete in all respect with all lead and lifts as per para 6.8 "Performance Standard" of scope of work of IRC SP 84 2019 and as per directios of the Engineer In-Charge
12
545700
45475
Cleaning of MCW, Slip/Service Roads, Median, Drains, Side Drains, earthen Shoulder and Avenue plantation including cutting of grass and bushes from median as well as shoulders, Trimming of shrubs along with clearing, cleaning and remove of dirt … and vegetation from expansion joints, water spouts, vent holes, vegetation around the structure & similar operation each time over bridge/fly over complete in all respect with all leads and lifts as per technical specification and directions given by the Engineer -in-Charge (Once in every Three Month)
842.15
2694873
3200
Maintenance of median and the existing plants (with a minimum density of 540 plants per Km.) by basin making , weeding-hoeing, cleaning, eatering, mixing good earth and manure, leveling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck within all leads and lifts outside ROW regularly to keep the median clean and plantation in healthy and good condition. The job also includes the cleaning and removal of spilled over earth from median to main carrigeway in the portion of adjacent to the kerbs all along median complete in all respect as per direction of engineer in charge and as per provision given in MORTH specifications and IRC provisions.
590.46
5008364
8482.14
Cleaning slab/box type culverts, Minor Bridge and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of those culverts with in ROW. The job includes disposal of excess material recovered site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintenance standard clause no. 65 of IRC SP-95-2011
-
-
-
Minor Bridges
156
15912
102
Slab/Box type culvert/Pipe culvert
1728
44928
26
Restoration of Rain Cuts: The work shall consist of earthwork as per procedure given in clause 305 of MORTH technical specification for restoration of rain cuts in the embankment and shoulders using suitable material and compactiong the said rain cut as per procedure given in clause 3002 of MoRTH and directions of the Engineer-in-charge complete in all respect.
3700
680535
183.93
Minor repair of damaged Single faced W-Beam' metal crash barrier made out of members, Job includes repair of old damaged member and neatly refixing the old member in all respect's including straightening of members, as directed by Engineer in charge including Fastenrs and fixing etc complete in all respect as per specification given in IRC 119-2015
2500
1142850
457.14
Removal of unauthorized boards/bordings within ROW including gas cutting if required and stacking, transportation, depositing the said material with department, etc complete as per directed by Engineer-in-charge.
200
20400
102
Providing and laying of plain cement concrete M-15 grade in foundation, levelling course etc. Including centering and shuttering all complete as per drawing and Technical Specification confirming to MoRTH specifications clause no. 1500, 1700 & 2200 and as per direction of Engineer-in-charge to attend the repair of parapet wall and other structure work.
35
134281
3836.61
Providing and laying of RCC M 20 Grade: plain/Reinforced cement concrete as per requirement and Technical Specification confirming to MoRTH specifications clause no. 1500, 1700 & 2200 and as per direction of Engineer-in-charge with all-leads and lifts complete in all respect.
400
1679642
4199.11
Supply Fitting and Placing uncoated HYSD bar Reinforcement Fe-500 in structures with all leads and lifts complete in all respect complete as per Drawing and Technical Specifications and clause 1600 of MoRTH Specifications and as per directions of the Engineering-Charge
10
651785
65178.57
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 of MORT&H specifications, Grading -II 13mm (Nominal size).
1500
463392
308.93
Crack Filling: Filling of crack using slow-curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm as per clause 3004.3.3 of MORT&H specifications.
15000
53571
3.57
Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the exiting bituminous road surface to a depth of 50 mm and disposal of Scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications
60000
420000
7
Granular Sub-Base (GSB):
Construction of granular sub-base by providing close graded Material (Table:- 400-1), 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 achieve the desired density, complete in all respects as per technical. clause 401 of MORT&H specifications within all leads and lift complete in all respects as per directions of engineer-in-charge.
2500
2944196
1177.68
Wet Mix Macadam (WMM):
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 grader in sub-base/ bas course on well prepared surface and compacting with vibratory roller to achieve the desire density complete in all respects as per technical clause 406, of MORTH specifications within all leads and lift as per directions of engineer-in-charge
2500
2935267
1174.11
PrimeCoat:
Providing and applying primer cost with SS-1 grade bitumen emulsion on prepared surface granular base including clearing of road surface and spraying primer rate of 0.85 to 1.00 kg/sqm using mechanical means, compete in all respects as per technical clause 502 MORT&H specifications within all leads and lift and as per directions of engineer-in-charge.
25000
937500
37.5
Track Coat: 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/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications and as per direction of Engineer in-charge.
110000
1375000
12.5
Bituminous Concrete with Batch type HMP: Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.44% percent 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 complete in all respects as per technical clause 507 of MORT&H specifications.
5000
39857142
7971.43
Dense Graded Bituminous Macadam:
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 percent 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 complete in all respects as per technical clause 505 of MORT&H specifications, including all leads and lift and as per directions of engineers-in-charge.
700
4292500
6132.14
Road Marking with Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads@ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per specification and satisfaction to Engineer in Charge.
Note 1. A sealing primer may be applied in advance on concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface
2. Cost of painter is already included in hire charges of road marking machine,
10000
5419642
541.96
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 on M-15 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 as per specification and satisfaction to Engineer in Charge using Concrete Batching and Mixing Plant
3000
1159821
386.61
Proving and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to strong vibratory table will hydraulic pressure for compaction of concrete as per IRC SP-63 -2014 and of approved size and design/shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of course sand, filling the joint with fine sand etc, all complete as per drawings and Technical Specifications conforming to MORTH Specifications and as per directions of the Engineer In-Charge.
1000
607142
607.14
Maintenance of Highway Lightning Electric Poles including replacement of bulbs of required lux 40 (to be maintained throughout the Year) complete in all respect as per Pole Per direction of Engineer in charge and as per road maintenance Standard given IRC SP 95-2011 and Technical Specifications conforming to MORTH specifications in complete aspect.
12
1071420
89285
Highway Lighting Electricity Bills: payment of electricity Bills on monthly basis as per billing from power supply agency to be reimbursed as per actual basis
12
6000000
500000
Painting on concrete surface of crash barrier: Providing and applying 2 costs of water based cement paints in un plastered concrete surface after cleaning the surface of dirt, dust, oil grease, efflorescence and applying paint @ 1 litre for 2 sqm complete as per drawings and Technical Specifications conforming to MORTH specifications clause no 800 and as per directions of the Engineer In-Charge.
25000
1473214
58.93
Painting on Steel Surfaces: Providing and applying to coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In-Charge
20000
1196428
59.82
Painting on Concrete Surface of Kerb: Providing and applying 2 costs of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, 38 grease, efflorescence and applying paint @ 1 litre for 2 sum complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In-Charge
12000
707142
58.93
Providing, fitting and fixing Pedestrian guard rail: as given in Para 9.10 of the IRC SP 84 2019 complete as per drawing and Technical Specification wrought iron and mild steel welded work using Wrought Iron and Mild Steel Welded Work angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc, including cost of screens and welding rods or holts and nuts complete fixed in position with the cost of excavation and concrete for fixing included complete as per drawings and Technical Specifications conforming to MORTH specifications end as per directions of the Engineer In-Charge
2000
5941071
2970.54
Provision of 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 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 location directed by the Engineer, complete as per drawings and Technical Specifications conforming to MORTH specifications clause no, 811 and as per directions of the Engineer In-Charge
500
1498214
2996.43
Diversion Beards with 200 mm-300 mm wide and should be painted in alternate yellow and black stripes of 150 mm width. The stripes should slope away at an angle of 45° in the direction traffic is to pass. Where the barricades extend entirely across the carriageway, the stripes should slope downward towards the direction the traffic must turn in detour, Where both left and right turns are provided for, the chevron stripes should slope downward in both directions from the centre of the barricade. The entire area of chevrons should be reflectorised as per IRC:55-2014 and same will be deposited with the department at the end of contract agreement complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge.
20
74642
3732.14
Safety Barrier with trapezoidal shape of about 80 cm to 100 cm length conforming to standard of IPC:55-2014 and same will be deposited with the department at the end of contract agreement complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge.
50
200893
4017.86
Bull Nos: Barrier shall be a minimum of 800 mm minimum in height and have at least a 300 mm minimum width regardless of orientation. The markings on drums shall be horizontal, circumferential, altemating red and white retro-reflective stripes 100 to 150 mm wide. each drum shall have a minimum of two red and two white stripes with the top stripe being red, Any non retroreflectorized spaces between the horizontal red and white stripes shall not exceed 75 mm wide as per Drums shall have closed tops that will not allow collection of construction debris and same will be deposited with the department at the end of contract agreement complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge
20
286982
14349.1
(Blinkers without pole) with ultra bright red colour LED 12y solar panel and having frequency of minimum 40 flashes per minute confirming to standards IRC 55-2014 complete as per drawings and Technical Specifications conforming to MORTH specification and as per directions of the Engineer In-Charge,
50
334821
6696.43
Pole mounted blinker with ultra bright red colour LED, 12y solar panel pole of 4 mtr hight and having frequency of minimum 40 flashes per minute conforming to standards of IRC:55-2014 complete as per drawings and Technical Specifications conforming to MoRTH specifications and as per directions of the Engineer In-Charge
25
714285
28571.43
Moulded Shank Stud: Supplying and fixing of single mould twin shank reflective road studs made out of polycarbonate ABS moulded body and reflective panels with micro prismatic lens or Glass. Beeds capable of providing total internal reflection of the light entering the lens face with retrorelectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and no less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D-4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D-4280, Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a minimum 2 years warranty for satisfactory field performance as per clause 804.73 of MoRTH Technical specifications and as per direction of Engineer in-charge within all leads and lifts (Type XI).
1000
241071
241.07
Solar RPM/Stud providing and installation of solar cat eye produced from an engineered polymer selected for superior impact resistance and weather ability. The top off the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall he yellow or natural white as approved by Engineer in-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective polycarbonate methyl mothecrylate lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly on to pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cat eye shall be of height 65 +/-2 mm & max, dia, 136 +/-5 mm. The body of the solar cat eye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a lead of 13635 kg tested in accordance with ASTM D 4280 and as per direction of Engineer in charge within all leads and lifts (Type XI)
500
1291517
2583.04
Road Delineators Providing and fixing of standard Metal Delineators as per IRC 79:2019 consisting of retro reflective area white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have brought not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 200 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application, on gaps in median, traffic is land dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement.
200
428214
2141.07
Rumble Strips with thermoplastic road marking: Providing and making rumble strips 20 mm height at centre, 250mm wide placed at 1 m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing; material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORTAH specifications and as per direction of Engineer in-charge.
300
24642
82.14
Using retro reflective sheeting class C as per IRC-67-2012
Hazard Marker sign board
Supplying and Fixing 300X900mm rectangular as per IRC 67- 2012 with high intensity Micro prismatic grade retro reflective Sheeting us per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having so thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mmc/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 50mm conforming to IS 4923 firmly fixed to ground to Including foundation concrete M-25 of size 0.45x,0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications and as per direction of Engineer in-charge within and lifts (Type XI). Using high intensity Micro prismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012- Supplier shall provide 10 years Warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012
100
360535
3605.36
Cautionary sign board:
Supplying and fixing of 900x900x900mm triangular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (A(CM) sheeting having aluminium skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications and as per direction of Engineer in-charge within all leads and lift. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 201. Supplier shall provide 10 years warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.
100
425089
4250.89
Single Chevron Sign board: Providing and fixing Single Chevron Sign board as per clause 15.63 per of IRC 67-2012 with retro reflective high intensity micro prismatic grade sheeting (Type XI sheeting) fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.75m for vertical pos complete as per MoRTH specifications and direction of Engineer-in-charge within all lead and lifts, All the warranty and testing certificate shall be of minimum duration as specified in IRC 67 2012 and same shall be deposited with department before payment.
50
177455
3549.11
Mandatory sign board:
Supplying and Fixing 900mm circular as per IRC 67 2012 with high intensity Micro prismatic grade retro reflective Sheeting as per ASTM D 4956-09 and as per IRC 67 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 6.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications and as per direction of Engineer in-charge within all leads and lifts. Using high intensity Microprismatic grade retro reflective Sheeting Type Xl as per ASTM D 4956 09 and as per IRC 67 2012. Supplier shall provide 10 year warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.
50
289508
5790.18
Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 34 801 of MORT&H specifications and as per direction of Engineer in charge within all leads and lifts, Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012
30
169312
5643.75
Advance Direction signboard 1200x900 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67- 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45 x0.75 for vertical post complete as per dause 801 of MORT&H specifications and as per direction of Engineer in- charge within all leads and lifts, Supplier shall provide a warranty as per clause 6.9 of IRC 67- 2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 test reports from an independent test laboratory.
20
192714
9635.71
Direction/Dirvesion Plate 900x300mm rectangular as per IRC 678-2012 with retro reflective sheeing as per ASTN D 4956-09 and as per IRC 67-2012 specifications. Fixed over 4mm click Aluminium composite material (ACM) sheeing having aluminium skin thicknees of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivels@ 200 mm c/c to back support frame of 25X25X3 angle iron fixed in position complete as per cluse 801 of MORTH&H specifications and as per direction of Engineer in -charge within all cads and litts, Supplier shall provide a warranty as per dause 6.9 of IRC 67-2012 for retro reflective sheeing & acertified copy of test repoer from an independent test labomtory including three year outdoor wenthering test report for shooting tested in india conilltion confonnling to dause IRC 6.7 of IRC 67-2012 (Type XI sheeting as por IRC SP -67,2012)
40
76821
1920.54
Providing and erecting a "W" Metal Beam Crash Barrier compriding of 3 mm thick corrugated sheet metal beam rail. 70 cm above road/ground level on channel vertical post,150x75x5 mm spaccd 2 m centre to centre. 1.80 m high with 1.15 m below ground level, all sheet part and fitments to be galvanised by hol dip process, all fitings to conform to IS:1367 an IS:1364, metal beam rail to fixed on the vertical post with a space of channel station 150x75x5 mm,546 mm long complete as per MORTH specifications clause no.811 and technical clause IRC: 119-2015. and direction of Engineer-in charge within all leads and lifts as per approved drawings.
1000
2875000
2875
Retro reflective tape of size 75x75 mm on the vertical posts of existing W beam crash barrier complete as per MORTH spacifications clause technical clause IRC:55-20.4 and direction og Engineer-in-charge withinall leads and lifts as per approved drawings.
10000
44600
4.46
Drainage spouts complete as per drawing no. SD/205 and Technical specifications with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridge ) complete as per MORTH specifications clause no. 2705 and direction of Engineer-in-charge within all leads and lifts as per approved drawings.
50
43000
860
Providing and fixing factory made precast RCC drain covers, having concrete of strengthen less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four nos longitudinal and nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm Template, and Technical Specifications conforming to MORTH specifications clause no. 15:00, 1700 & 2200 and as per directions of the Engineer In-Charge with all leads and lifts complete in all respect.
500
437500
875
Making dewatering arrangement by pumping set 4" *"4" (Tractor driven)
1500
1054020
702.68
Rodent Management below flyovers/VUPs etc covering each area complete, and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In- Charge with all leads and lifts complete in all respect
25
7291
291.67
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25- 1967, fixed in position including finishing and lettering painting complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 806 and as per directions of the Engineer In-charge
200
190357
951.79
Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design 68 as per IRC 8. 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH technical Specifications
-
-
-
5th Kilometre Stone
5
17745
3549.11
Kilometre Stone
20
41553
2077.68
200 metre Stone
200
124464
622.32
Total Estimated Cost
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109735031
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Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.
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I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.
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Bid price in Rs.
-
109735031
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