National Highways Authority Of India Tender
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Costs
EMD
₹ 9,34,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHAI_197588_1Bid Award Id
ViewTender No
PD-BAT/BAT-MALOUT/NH-07/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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BOQ Items
Clearing, cleaning, deepening and reshaping of road side unlined/Kaccha drains of all sizes and making shallow kaccha lateral drains on shoulders wherever required including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site to outside ROW within all leads and lifts complete in all respects as directed by the Engineer-In- Charge and as per Additional Maintenance Standard Clause no. 6.12.2 (Frequency of cleaning will be twice in a year i.e. before and after monsoon) and disposal of said material, within all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintanence Standard given IRC SP 95-2011 in complete aspect.
79000
1551785
19.64
Clearing road side/Median open lined/Pucca drains/ covered drains/piped drains/Box Culverts/Pipe Culvert including Manholes, gratings, channels and Galies etc. of all sizes and bring them to original shape, drainage capacity including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site to outside ROW with all leads and lifts complete in all respects as directed by the Engineer-In-Charge and as per Additional Maintenance Standard Clause no. 6.12.2 (Frequency of cleaning will be be quarterly). The Job also includes disposal of excess material recovered from 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 maintanence Standard clause no.6.5 of IRC SP 95-2011.
84500
2187946
25.89
Carrying out proper cleaning of carriageways, footpaths, verges, expansion joints (for free moment), drainage spouts of bridge including removal and disposal of thrash, plastic, vegetation etc. from site outside ROW as per direction of Engineer-In-Charge (Frequency of cleaning will be two times in a year i.e. before and after monsoon) and disposing of the waste material at a suitable place outside ROW with vehicle tracking system within all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by the engineer incharge.
6300
315000
50
Carrying out proper cleaning and removing of dust/silt/trash/plastic/rubbish/ garbage/waste from the carriageway (unit length for total width of carriageway LHS+RHS including median width), footpaths, verges (including the verges of central median) by the mechanical means and from shoulders upto toe line of the embankment including side slopes manually aand disposing of the waste material at a suitable place outside ROW with vehicle tracking system with all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by the engineer incharge. Ceaning includes full width of carriageway and service road, if any, and confirming to para 6.10 of Scope of Work of Section 6 and as directed by the Engineer-In-Charge.
248.1
1107589
4464.29
Providing localised repair to rutted portion of bituminous surface scattered locations by applying tack coat (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 surface cleaned with mechanical broom.) as per Technical Specifications clause 503 and then filling the depression with bituminous concrete Grading 2 mixed 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 complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 507 and as per directions of the Engineer In-Charge) confirming to Technical Specifications clause no. 507, complete in all respects as directed by Engineer-In-Charge.
340
1948017
5729.46
Providing and laying slurry seal (minimum 5 mm thickness) consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 512 and as per directions of the Engineer In-Charge.
10200
459816
45.08
Crack Filling Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 3004.3.3 and as per directions of the Engineer In-Charge.
452
4842
10.71
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, complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 3004.2 and as per directions of the Engineer In-Charge.
11002.75
2367571
215.18
Plain/Reinforced cement concrete M-15 grade with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation, sub-structure and super structure including shuttering/ Formwork confirming to MORTH Specifications clause no. 1000,1500 & 1700.
150
578460
3856.4
Plain/Reinforced cement concrete M-20 grade with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation, sub-structure and super structure including shuttering/ Formwork confirming to MORTH Specifications clause no. 1000,1500 & 1700.
150
640557
4270.38
Plain/Reinforced cement concrete M-25 grade with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation, sub-structure and super structure including shuttering/ Formwork confirming to MORTH Specifications clause no. 1000,1500 & 1700.
150
611244
4074.96
Repair of localised failed areas of PQC by marking the area, removing the failed area using jackhammer, saw cutting to full depth of PQC, replacing membrane, clearing the area from dust and debris. Placing M-40 grade PQC in a depth equivalent to the existing depth of PQC and installing existing expansion joint/other joint complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge.
605
1348823
2229.46
Repair of transverse joints of cement concrete pavement involving removal of old joints sealent and sealing with sealent (Poly sulphide) including repair of spalled/broken edges of joint with Epoxy morter complete as per drawings and Technical Specifications conforming to MORTH specifications no 3005 and as per directions of the Engineer In-Charge.
2700
361611
133.93
Providing and filling joint sealing compound with coarse sand and 6% bitumen by weight complete as per drawings and Technical Specifications conforming to MORTH specifications no 2605 and as per directions of the Engineer In-Charge.
1000
2535
2.54
Providing and Installation of damaged 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 authorized representative ensuring compliance to the manufacturer's instructions for installation for Bridge as per clause 2600 of MoRTH specifications and directions of the Engineer In-Charge.
125
558035
4464.29
Sealing of crack/porus Concrete with epoxy grout by injection through nipples omplete as per drawings and Technical Specifications conforming to MORTH specifications no 2803 and as per directions of the Engineer In-Charge.
1504.4
836822
556.25
Construction of Rain Water Harvesting units (RCC Chamber with internal size 4m x 1m x 2.5m & Raft thickness-275mm, walls thickness 250mm, Slab thickness 250mm with filling of filter media upto 1.35m depth and 20m boring, Complete in all respect and as per MoRTH specifications and directions of Engineer in charge
5
1619800
323960
Complete Cleaninig of existing RWH in all aspects as per MoRTH soecifications and directions of Engineer in charge
15
300000
20000
ROAD MANAGEMENT AND OTHER MAINTENANCE
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-
-
Maintenance of median and the existing plants (with a density of 333 plants per km.) by basin making, weeding- hoeing, cleaning, watering, 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 carriageway in the portion adjacent to the kerbs all along the median complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC. The operation of maintenance in addition to above will also cover and include the following activies:-
(a) Watering of each plant as and when required depending upon the climatic conditions of all localities/ region/ season/ strictly as per direction of Engineer-In-Charge. The main requirement is to keep the plants/ shrubs in healthy, good and surviving conditions. The caualty/ damage to any plant shrubs during the maintenance period will be entire responsibility of the contractor and the contractor shall replace the dead and damaged plants and shrubs at his own cost with new plants of the same species, varities , age and size etc.
(b) Replacement of dead, damaged plants from the Median and Avenue by healthy and well developed plant of similar species, varieties, age and size etc. within 10 days of occurrence of casualty as noticed/ reported or as directed by the Engineer.
248.1
846403
3411.54
Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per drawings and Technical Specifications conforming to MORTH specifications no 804 and as per directions of the Engineer In-Charge
70
39054
557.92
Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per drawings and Technical Specifications conforming to MORTH specifications no 804 and as per directions of the Engineer In-Charge
4
12676
3169.13
Reinforced cement concrete M-15 grade 5th kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per drawings and Technical Specifications conforming to MORTH specifications no 804 and as per directions of the Engineer In-Charge
3
16255
5418.55
Maintenance of existing M.S pedsetrian railing/pipe railing having a length of 26238 meter. It includes replacement/strengthening and repairing of damaged M.S Pedestrian railng/pipe railing complete in all respect (Salvage material will be contractor's Property) as per existing pattern complete including painting of damaged portions to match with existing railing and as per direction of the Engineer-In-Charge. The proportionate reduction of rate will be made as per actual length at the time of handing over of stretch. The new Pedestrian guard rail shall be 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 bolts 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 and as per directions of the Engineer In-Charge
700
1637916
2339.88
Providing and applying 2 coats of water based cement paint to unplastered concrete surfaces (concrete surface of kerbs, Concrete Crash Barrier of Bridges, Culverts, etc) after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 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
25500
1457142
57.14
Providing and applying two coats of ready mix paint of approved brand on wood/mettalic/plastered, PGR or concrete 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
50000.04
2946427
58.93
Safety improvement (Engineering works)
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-
-
Place Identification sign board 900x600mm rectangular 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 (Sheeting Type XI 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 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 two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per MoRTH specifications and 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 conforming to clause 6.7 of IRC 67-2012 complete in all respect as per directions of Engineer in-charge.
10
63144
6314.49
Mandatory sign board 600mm circular 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 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 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. 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 conforming to clause 6.7 of IRC 67- 2012.
23
78742
3423.58
Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/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 retro reflectance 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 not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. 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 804.7.3 of MORT&H 5th revision specifications complete in all respect as per directions of Engineer in-charge.
3000
652794
217.6
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 complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In-Charge
15161.67
8347986
550.6
Construction and laying, cast in situ Cement Concrete kerb in M -20 Grade with Kerb laying machine and matching with the existing kerb section complete including dismantling and disposal of existing damaged broken kerbs as per Technical Specifications clause no. 408 for Kerbs. The job includes jointing of adjacent Kerbs and carrying out pointing as per existing pattern complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 409 and as per directions of the Engineer In-Charge
113.18
488423
4315.65
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 channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.80 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 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.
470
1098809
2337.89
Providing and making Rumble Strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type-B, at approved locations to control speed and mark with 100mm wide white strip of thermoplastic road marking paint. The close graded premix surfacing material type-B shall confirm to technical clause 512 & thermoplastic road marking paint shall confirm to technical clause 803 of MoRTH specification and direction of Engineer-in-charge within all leads and lifts as per approved drawings.
579.6
46342
79.96
Maintenance of Highway lights in all respects including expenses for maintaining the lights as per direction of engineer in-charge and replacement of bulbs of required lux 40. (Unit consumption charges of lighting are payable extra which shall be paid by the contractor to the concerned department as per actual consumption and the same will be reimbursed by the NHAI. No extra charges over and above the actual consumption shall be made) complete in all respect as per direction of Engineer in charge and as per road maintanence Standard given IRC SP 95-2011 and Technical Specifications conforming to MORTH specifications in complete aspect.
650
580359
892.86
18w semiintegrated solar light 18ah 12.v battery with 50W solar panel, 5 m GI pole with all accessories with installation and transportation warranty 2 years
46
621000
13500
250W LED street light
650
4875000
7500
10A S.P MCB Type C
500
50000
100
125A 3pole MCCB 25KA
10
27500
2750
80A 3P Cont 220VExceed C&S
10
75000
7500
2.5mm Cu. 1.1KV cable Black 90M Poly
2000
40760
20.38
Providing and Installation of GI standared pole of 100 mm dia primer painted with set of light in polycarbonate housing 300mm dia with LED's retrofit (Amber Colour), Solar power system including series of solar panel, battery, charger etc. Complete in all respect and as per MORTH specifications and directions of Engineer in charge. The item include costing of Foundation work in complete aspect also.
10
133928
13392.86
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. (a) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
50
179851
3597.02
Cautionary sign board 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 aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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. 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 conforming to clause 6.7 of IRC 67-2012 . (a) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
30
117444
3914.81
Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using 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 table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal- proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer.The rate quoted is for the complete job as per drawing and direction of Engineer.
30
31479
1049.33
INCIDENT MANAGEMENT
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-
-
Providing Crane of adequate capacity (minimum 20 MT) at each Toll plaza location with all necessary equipment so that it can reach the site of incident within 30 minutes of call and clear the disabled/accidental vehicles . It shall also be fitted with a GPS based Vehicle Tracking system to monitor its movement on 24 hours X 7 days of a week basis. The work shall be done as per directions of the Engineer In-Charge.
6
862178
143696.43
Providing, running and maintaining Route patrol vehicle, which shall continuously patrol the highway in a stretch and shall remain in contact with the control room at the toll PLaza on a real time basis. The patrol shall render assistance to users in distress and disabled vehicles through own intervention or by calling for assistance from control room , crane operators or ambulance as required . The patrol shall promptly clear the road of any obstructions, where the it take times to be cleared, the section shall be cordoned off by placing traffic cones which shall be illuminated during night. The specification of Patrol Vehicle including equipment and man power are given in Annexure C mentioned under clause 12.10 of IRC SP 84 2019. The work shall be done as per directions of the Engineer In-Charge.
6
379205
63200.89
Providing Ambulance as per para 6.4 of scope of work and para 6.8 'Performance Standard' of scope of work and specification mentioned under Annexure D as mentioned in clause 12.11 of IRC SP 84 2019 and as per directions of the Engineer-In-Charge. Ambulance should be provided which 24*7 availability of para medical staff & sufficient medical consumables.
6
1424571
237428.57
Providing hardware support team at toll plaza including WIM & SWB at Toll Plaza including ETC Infrastructure complete maintenance as per Technical Specifications of MoRTH and IRC SP 84 2019 Specifications and as per directions of the Engineer In- Charge.
6
1251642
208607.04
Total Estimated Cost
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46682956
-
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.
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46682957
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