National Highways Authority Of India Tender
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Costs
EMD
₹ 17,03,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHAI_188799_1Bid Award Id
ViewTender No
Khar-Ban-Tepla/NH-205A/OM/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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REMOVAL of unauthorized boards/hoardings & dead animals/birds
Removing the dead animals/birds laying on the complete Highway length and burying them at proper safe locations outside 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 direction of the Engineer in charge. Removal of unauthorized boards/hoardings within ROW including gas cutting if required and stacking, transportation, depositing the said material with department, etc complete as directed by the Engineer- in- Charge.
164.4
75635
460.07
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Maintenance of median and the existing plants 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 specifications and as directed by Engineer-in-charge.
164.4
50964
310
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Milling on Bituminous Surface
Milling of existing bituminous layers, planning the surface after milling, hauling and stock piling the reclaimed material including disposal of milled material and stacking of serviceable material as per direction of Engineer-in-charge and disposal of unserviceable material within all leads and lifts.
-
-
-
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MCW
4519.88
706231
156.25
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Service road
3888
607500
156.25
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Tack 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.
-
-
-
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Main Carriageway
90397.5
859583
9.51
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Service Road
97200
924267
9.51
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Bituminous Concrete 50mm to 65mm thickness
(Grading I) for MCW
Providing and laying bituminous concrete 50mm to 65mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.20%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and lignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications.
4519.88
45452992
10056.25
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Bituminous Concrete with Batch type HMP
Bituminous Concrete (grading II) for S/R with 100-120 TPH batch type HMP Providing and laying 30 mm - 40 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 @ 5.4% 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 in all respects as per technical clause 507 of MORT&H specifications.
3888
32943857
8473.21
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Supplying and planting permanent shrubs.(except Kaner)
Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control pit size (.60 m x .60 m x .60 m ). Supplying and planting permanent shrubs (From the shrubs species given in Annexure B of IRC SP 21: 2009 except Kanair )in prepared pits and watering complete in all aspect as per specification given in IRC SP 21: 2009 and directions of the Engineer-In-Charge including maintainence for 1 year.
1000
104870
104.87
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Carrying out the 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), foot paths, verges (Including the verges central median) by Vaccum Sweeping Machine and manpower from shoulders up to toe line of the embankment including side slopes manually and 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.
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-
-
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For cleaning of MCW (Both Sides)
164.4
986400
6000
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For cleaning of SR (Both Sides)
155.52
933120
6000
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Cleaning slab/box type culverts, Major & Minor Bridges and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of those culverts with in the 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.6.5 of IRC SP 95-2011.
-
-
-
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Major /Minor Bridges
1
1000
1000
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Slab/Box type culverts/Pipe culvert
51
25500
500
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Restoration of Rain Cuts The work shall consist of earthwork as per procedure given in Clause 305 of MoRTH Specification for restoration of rain cuts in the embankment and shoulders using suitable material and compacting the said rain cut as per procedure given in Clause 3002 of MoRTH and directions of the Engineer-In-Charge.
410
61500
150
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Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment as per technical clause 3003 of MORT&H specifications.
700
280000
400
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Granular Sub-Base Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications.
200
241607
1208.04
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Repair of old Joints Sealant Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material, as per technical clause 3005 of MORT&H specifications.
4000
189280
47.32
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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.
2877
1585227
551
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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 capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values@ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not 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 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 Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.
3000
654000
218
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Mandatory sign board 900 mm circular 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 0.45x0.45x0.75m 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 including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012
10
51440
5144
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Painting on concrete surface of crash barrier Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint.
2000
114280
57.14
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Painting on concrete surface of kerb
Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint.
864.3
49386
57.14
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Repair of damaged 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 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.
351
98090
279.46
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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 respects including straightening of members, as directed by Engineer in charge including Fasteners and fixing etc complete in all aspect as per specification given in IRC 119-2015.
795.5
363654
457.14
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Removal/ Clearance of slush from drains by mechanical means from the lined Drains as per instructions and maintenance manual approved by Engineer in Charge and disposal of slush, with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintenance Standard given IRC SP 95-2011 in complete aspect.
12960
717595
55.37
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Clearance of weed, jalla, deela etc manually and mechanically from inner section of unlined drain. The drains shall be cleaned of the deposition of sediments, debris or vegetation growth blocking the drain. In case any erosion due to inadequate capacity of drain is noticed, the drain shall be deepened/widened in proper slope. The drain slope and sides shall be dressed to required flow line and cross section. (Frequency: 2 times the year ) and disposal of said material, with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintenance Standard given IRC SP 95-2011 in complete aspect.
14400
489600
34
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Pole Mounted Blinker with ultra bright red colour LED, 12 v solar panel, pole of 4 mtr height and having frequency of minimum 40 flashes per minute confirming 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.
10
150000
15000
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Maintenance of Solar Blinker with respect to any damages caused in pole, battery , any electric fixture, light or any other damages as per Tecchnical Specifications and as per directions of the Engineer In-Charge.
23
46000
2000
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Dense Graded Bituminous Macadam: Providing and laying dense graded bituminous macadam Grading-II 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 complete in all respects as per technical clause 505 of MORT&H specifications, including all leads and lift and as per directions of engineer in-charge.
90
675000
7500
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Providing, installing, commissioning and testing of lighting system of suitable height complete and functional as shown in drawing and specification and as directed by Engineer
-
-
-
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Repairing of damaged highway lighting with pole in the original shape
209
380438
1820.28
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New installing of highway lighting with pole
5
45507
9101.4
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Replace the fuse bulb of highway lighting with restore in original conditions
300
195000
650
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Maintenance of Highway lighting in all respect including expences for maintenaning of lights as per directions of engineer incharge and replacemant of bulbs of required lux 40, coke, cable, switch, control panel. (Unit consumption charges of lighting are payble extra which shall be paid by the contractor to the concerned department as per actual consumptions andd the same will be rembursed to the contractor by NHAI.
514
41094
79.95
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Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873)
120
57600
480
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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
20
71940
3597
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Rumble Strips with Thermoplastic Road marking : 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 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 MoRTH specifications complete in all respects as per technical clause of MORT&H specifications within all leads and lift and as per directions of engineer-in-charge.
80
6396
79.96
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Supply and Installation of Anti-Glare board plastic screen, specialized design mould with injection moulding process, with HDPE (High Density Poly Ethylene) material, high intensity, Green body, Leaf-like appearance, reflective tape pasted on both sides and of size- Height of 1000 mm ,Width of 600 mm, using with 2Nos of Fasteners/Nut Bolts, including local transport, vehicle, and all tools and machinery in median complete in all respect as directed by Engineer-in-charge.
550
632555
1150.1
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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters, complete in all respect as directed by Engineer-in charge.
70.56
12688
179.82
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Cement concrete 1:2:4 PCC M-15 mixing by mechanical means using concrete mixer volumetric type, complete in all respect as directed by Engineer-in-charge.
70.56
425612
6031.92
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Providing and laying 50 mm thick factory made cement concrete interlocking paver block of M-30 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt. ( Also not to used over footoaths).
294.71
158406
537.5
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Recovery of milled material:- Recovery shall be made for retrived milled material at the rates specified herein (i.e. @ 20% of rate quoted for item of BC). Note:- Material obtained from dismantaling of existing bituminous layer has been calculated at approximate rate of the retrieved material as per theoritical calculation. The agency shall take away thismaterial at fixed rate @ 20% of quoted rate of BC. If actual material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The dismanteled material can be used in any of the items for the work after modification 9bringing it to required specifications) so as to fullfil requirements of MoRTH specification clause 519 and after approval from the employer. In case it is not possible to use this material on the work the agency can take away this material. However, recovery of material shall be made for the quantity exhibited in the BOQ and at the rates specified herein irrespective of the fact that material is used in the work or not. Bidder/Agency may visit site before quoting rates and make his assesment for the extent of retrieved material.
5044.73
-10146213
-2011.25
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Total Estimated Cost
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85155166
-
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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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-
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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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85155166
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