National Highways Authority Of India Tender
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Technical
Technical
Financial
Class Of Bidder
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Class I Local Supplier
Bid Capacity
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The bid capacity required in the given tender to bid can be calculated using the formula: Assessed Available Bid capacity = (A* N* 2.5 - B) Where:
A = Maximum value of civil engineering works executed in any one year during the last three years N = Number of years prescribed for completion of the works for which bid is invited.
B = Value of existing commitments and on-going works to be completed during the next 01 year However, the specific bid capacity required in terms of value is not explicitly mentioned.
Technical Capacity
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The required prior work experience for the bidder includes:
- Total value of Civil Engineering construction work performed in the last three years.
- Work performed as a prime contractor or as a nominated sub-contractor.
- Similar works completed, with details such as contract value and completion dates.
- Existing commitments and ongoing works, with details such as contract value and stipulated period of completion.
- Bid capacity, calculated based on the bidder's existing commitments and ongoing works. The bidder should have satisfactorily completed similar works during the last seven years, with the following requirements:
- Three similar completed works costing not less than 40% each of the estimated cost.
- Two similar completed works costing not less than 50% each of the estimated cost.
- One similar completed work costing not less than 80% of the estimated cost. Values and percentages mentioned include:
- Total value of work performed in the last three years.
- Contract value, stipulated period of completion, and actual completion date for similar works completed.
- Value of works remaining to be completed, for existing commitments and ongoing works.
- Bid capacity, calculated based on the bidder's existing commitments and ongoing works, with a formula provided: Assessed available bid capacity = AxNx2.5 – B. Additionally, the bidder should have achieved an average annual financial turnover equal to the amount indicated in the NIT during the last three years, ending 31st March of the previous financial year, duly certified by a Chartered Accountant. The bidder should also provide information on similar works completed, with details such as contract value, stipulated period of completion, and actual completion date, and the value and percentage of similar works completed to be provided. The bidder's experience is measured by their ability to handle a certain volume of work, calculated based on their past performance and their current commitments. The similar work constitutes experience in operation and maintenance/construction of 2/4/6 laned SH/NH, and an escalation factor is provided to bring the value of such completed works to the level of the current financial year.
Costs
EMD
₹ 15,00,000Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NHAI_226296_1Tender No
NIT No- 269/RO-PATNA/NHAI/2024-25Tender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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BOQ Items
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From Toe line of embankment slopes to ROW on both sides of the carriageway
24
179690
4312574.4
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Clearing longitudinal and transverse covered drains and pipe drains including manholes, gratings, channels and gullies etc. and bringing them to original drainage capacity, including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer and as per Maintenance Standards Clause no. 3.1. The job also includes removing and refixing of precast slab in original position, (Freqnency of cleaning will be as per site requirement however limited to twice in a year).
11900
35
416500
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Clearing slab/box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and down stream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction of Engineer-in-Charge. and as per Maintenance Standards Clause 3.1 (Frequency of cleaning will be one time in a year i.e. before start of monsoon).
88
2500
220000
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Providing, Laying and compacting Granular Sub base (GSB) with approved materials complete as per Technical Specifications Clause 401 conforming to Grade 1 Table 400.1/400.2 as per approval of Engineer-in-Charge.
300
3318
995418
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Providing, laying and compacting Wet Mix Macadam (WMM) base course with approved materials complete as per Technical Specifications Clause no. 406 of MoRTH
250
4230
1057577.5
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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 as per MORT&H specification clause no. 505 complete in all respects
150
13516
2027502
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Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 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 as per MORT&H specification clause no. 507 complete in all respects.
200
13913
2782776
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Providing and applying Prime coat with SS1 grade bitumen emulsion on prepared surface of guanular Base including cleaning of road surface and spraying prime at the rate if 0.70 KG/ Spm using mechanical means.
1000
49
49650
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Providing and applying Tack coat with bitumen emulsion using emulsion pressure distribution at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
8000
14
118800
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Providing sealing to closely spreaded cracks at scattered locations after sweeping the surface clean and dry, applying tack coat of emulsified bitumen @ 0.15 ltr/sqm followed by distributing slurry evenly in 5mm thickness prepared by mixing emulsified bit
151900
5
856716
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Providing treatment to bleeding bituminous surface by uniform spreading of dust /coarse sand / chipping over 6 mm size @ 2.5 Kg/ sqm, pre-heated to 60o C, properly rolled as per clause 6.2.1 of Manual for Maintenance of Road and as per clause 3004.4
20000
3
73400
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Providing treatment and repair to pot holes/ruts of any depth/patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2, and as per direction of Engineer by using paving grade bitumen/emulsion/cold ready mix material. The job includes 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 no. 503, back filling the patch with bituminous material as per Clause no. 509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specifications.
5000
560
2804150
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Cement concrete of specified mix as under with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation, sub-structure and superstructure including shuttering/ formwork conforming to MOST Specification Clause no. 1000, 1500 & 1700
-
-
-
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Cement concrete M: 15 grade
10
7373
73733.3
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Cement concrete M:20 grade
30
7373
221199.9
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Reinforced Cement concrete of specified mix as under with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation, substructure and superstructure for thin as well as thick sections including shuttering/ formwork conforming to MO
-
-
-
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M-20 grade of cement concrete
6
7373
44239.98
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Reinforcement Steel
1
74996
74996.19
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Dismantling structures and pavement including disposal of resultant material and / salvaging the use ful material complete as per technical specification clause no. 202 complete in all respect as per direction of the Engineer.
-
-
-
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Plain cement concrete
4
608
2434.4
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RCC including clearing ,straightening and cutting of bars and separating out of RCC
4
710
2840
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Reconstruction of damaged kerbs after dismantling of the kerbs upto minimum of 100 mm and making good the section with M-20 concrete to match with the existing section including form work, curing, painting with two coats of first quality synthetic enamel paint etc. complete in all respects conforming to relevant MoRTH Specifications Clauses and as per direction of Engineer.
10000
246
2465200
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Construction of RCC railing of M-30 Grade in Situ with 20 mm normal size aggregates, true to line and Grade, tolerance of vertical RCC Post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specifications
500
2110
1055320
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Cement plaster/ repair to cement plaster in thickness 12-20 mm in cement mortar 1:4 on all types of masonry works in superstructure / substructure at any height as per MOST Clause No. 1000, 1300 & 1400.
1000
144
144890
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Painting with high gloss synthetic enamel paint two coats to give an even and smooth surface for protection of exposed concrete/masonry portion of Bridges/CD works/parapet, kerb painting and repairing wherever necessary, complete as per approval of the Engineer-Old existing surface
20000
102
2040000
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Carrying out repair to road signs including strengthening resetting or otherwise repairing signs made out of Retro Reflective sheets. Job includes patch repair to aluminium sheet, R R Sheet, posts, signs / script and repainting of posts at damaged location / positions with approved quality of enamel paint complete in all respect conforming to respective IRC/MOST specifications and as per Additional Maintenance Standard clause 5.5.4. Assuming 10% road signs to be repaired every year.
-
-
-
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Road sign Boards mounted on single post
500
600
300000
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Road sign Boards mounted on double post
50
1400
70000
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Overhead gantry road sign boards
2
25000
50000
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Painting two coats on old surface after minor repairs to give an even and smooth surface and printing letters and figures with 1st quality synthetic enamel paint of approved brand and manufacture complete in all respect conforming to respective IRC specification.(To be painted and printed every year).
-
-
-
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Hectometre stones
431
80
34566.2
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Kilometre stones
86
295
25395.8
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5th Kilometre stones
21
501
10521
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Removal of unauthorized boards within ROW and stacking etc. complete in all respects including transportation from site to the nearest store/suitable location as per direction of Engineer-in-Charge.
1000
100
100000
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Providing and fixing retro-reflective stickers (Engineering grade) of size 10 cm X 5 cm on MBCBs and other structures as per MoRTH Specifications Clause no. 801 and as per approval of the Engineer- in-Charge,
2000
5
10000
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Strengthening and repairing of partially damaged M.S. pedestrian Railing/pipe railing complete including welding, repairing/replacement of damaged parts/ portions (salvage material will be Contractor’s property) as per existing pattern complete in all respects including painting of the damaged portions to match with the existing railing and as per direction of the Engineer in-charge.
4000
344
1376000
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Painting all types of M.S/GI railing as and when required with two coats of synthetic enamel paint of approved brand after cleaning the surface complete in all respects as directed by the Engineer - On existing Railing
12150
92
1117800
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Repair of damaged single faced W-Beam metal crash barrier made out of members. Job includes repair of old damaged members by straightening the members and removing and repairing all the existing dents as well as other defects and neatly refixing the repaired members as directed by the Engineer-in- Charge including fasteners and fixing etc. complete in all respects.
700
400
280000
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Type - A, "W" : Metal Beam Crash Barrier (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 ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
2500
3443
8607500
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Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud)
Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name, trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retroreflectance of the reflecting panel, to the
Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced,
damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost.
8200
295
2419000
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
1200
788
945600
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supply and fixing LED SOLAR BLINKER mounted on a stel poles to guide and warmvarious vehicle drivers of a forthcoming flyovers, crossover, underpass and other intersection and accidents prone region, Manufactured using superior grade battery,solar panel and other components, clearly visible for enhaching road safety during fog, rain and other advers weathercondition as per Clause 6.15 of Performance Standers of Scope of Work including maintenance and replacement of the sarne and as directed by the Engineer-in-charge.
8
20000
160000
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Providing and marking of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms/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 in all respects. The job includes marking of centre line, shoulder line, edge line, zebra crossing marking, arrows and dashes marking at the junctions as per Technical Specifications Clause 803.4 complete in all respect and as per approval of the Engineer-in-Charge.
25000
705
17625000
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Replacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retro-reflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-IV, fixed over
-
-
-
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Informatory Sign
-
-
-
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i) Advance Direction, Destination, Reassurance and place identification sign (size 2100 mm X 1700mm) as per drawing with two vertical posts embaded in M-15 cement concrete details as per description given above and as per drawing. (Type XI as per IRC )
5
68689
343445
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ii) Facility information Sign 800 x 600
50
7970
398500
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Cautionary/Warning sign
-
-
-
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i) Triangular 900 mm side
50
6547
327350
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ii) Chevron Sign 500x600
500
5988
2994000
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Mandatory/ Regulatory sign
-
-
-
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i) 600 mm dia Circular sign
50
5798
289900
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ii) 90 cm high octagon
35
10075
352625
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Providing road patrols and surveillance, automobile assistance, tow away cranes and ambulance services as per maintenance standard Clause 2.2 with:
-
-
-
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a) Route Patrol vehicles: The route patrol vehicle shall be equipped with precise vehicle tracking stern (VTS) (of reputed ISO 9001 company) based on Global provision system (GPS) and GSM / GPRMS technology. The system shall include micro, live, real time tracking web-based software through which use of GIS maps and transit stoppage idle, over speed reports of vehicle shall be obtained (inclusive of Highway Surveillance Incharge + EMT + Driver in 3 shifts) specifications Letter no. (Detailed as per Ministry's RW/G-23012/01/2019- W&A(Pt.-III) dated 09.02.2021
Road Patrol Vehicle shall be equiped with additional manpower for removing of dead animals etc. from the MCW, SR and Median etc.
2
250000
6000000
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b) Tow away vehicles/Crane Removing all types of broken d own/vehicles which have met with accidents from the carriageway and toeing the same to proper locations i.e. nearest Police stations or some suitable location by using 20 tonne or of more capacity pick and carry crane, as per the requirement of the incident. The crane shall be equipped with precise vehicle tracking system (VTS) (of reputed ISO 9001 company) based on Global provision system (GPS) and GSM / GPRMS technology. The system shall include micro, live, real time tracking web-based software through which use of GIS maps and transit, stoppage idle, over speed reports of vehicle shall be obtained. (inclusive of Driver + Helper in 3 shifts ) (Detailed specifications as per Ministry's Letter no. RW/G-23012/01/2019-W&A(Pt.- III) dated 09.02.2021)
2
200000
4800000
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Estimated Cost Excluding GST & Labour Cess (A)
-
-
73834511.7
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Add. 1% labourcess
-
-
738345
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Total Estimated Cost including GST & Labour Cess
-
-
74572856.7
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Grand total BOQ Amount Including labour cess = Rs.7,45,72,857/-
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-
-
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% In figure
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