National Highways Authority Of India Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is 'Class – I Local supplier' or 'Class – II Local supplier'.
Technical Capacity
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The required prior work experience for the bidder includes having experience in civil works construction business during the last five years, specifically in areas such as laying of bituminous mix in layers, construction of bridge works in various materials and foundations, and construction of flyovers and grade separated interchanges. The bidder should provide evidence of having successfully completed or substantially completed similar works within the last five years, with specific requirements including:
* One similar completed work costing not less than 80% of the estimated cost (Rs. 671.75 lac) with DBM/BC or PQC/DLC work amount being at least 60% of the estimated cost (Rs. 503.81 lac)
* Two similar completed works costing not less than 50% each of the estimated cost (Rs. 419.84 lac) with DBM/BC or PQC/DLC work amount being at least 30% of the estimated cost (Rs. 251.90 lac)
* Three similar completed works costing not less than 40% each of the estimated cost (Rs. 335.87 lac) with DBM/BC or PQC/DLC work amount being at least 20% of the estimated cost (Rs. 167.94 lac) The bidder should also have a minimum average annual construction turnover of Rs. 251.91 lacs (30% of the estimated cost) during the last three years. Regarding the value and percentage of similar works completed, the bidder should provide information on the value of the total contract, amount of share of the firm, and amount of work sub-contracted by the firm. However, specific percentages of similar works completed are not mentioned, but the bidder should provide information on the value of all existing commitments, works for which they have emerged as the winner of the bid, and ongoing works, along with the stipulated period of completion remaining for each work. The available bid capacity will be calculated based on the maximum value of civil works executed in any one year during the last five years, excluding the amount of bonus received. The formula for calculating the available bid capacity is:
Assessed Available Bid Capacity = (A* N* 2.5 – B + C) Where:
A = Maximum value of civil works excluding the amount of bonus received
B = Value of existing commitments and ongoing works
C = Amount of bonus received
N = Number of years prescribed for completion of the works (12 months in this case) The bidder should have a bidding capacity of more than the total estimated cost of the works, which is Rs. 8,39,68,417.
Costs
EMD
₹ 16,79,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NHAI_234386_1Tender No
PD-AMB/AMB-KAIT/NH-65/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Maintenance of median and the existing plants (with a density of 540 plants per km.) by basin making, weeding- hoeing, cleaning, 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
532.32
8482
4515212.76
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Maintenance of Separator and ROW:
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specifications ( In area of light jungle (By Mechanical Means) ) and as per direction of engineer in charge
2114400
3
7668928.8
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Clearing, cleaning and removal of dirt, silt and vegetation from expansion joints, water spouts, vent holes, vegetation around the structure & similar operation each time over bridge/fly over as directed by the engineer-in charge
120
1539
184714.8
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Carrying out the proper cleaning, and removing of dust/silt/trash/ plastic/rubbish/ garbage/waste from the carriageway by mechanical vaccum based sweeping machine GPS fitted , (unit length for total width of carriageway LHS+RHS Including median width), foot paths , verges ( Including the verges central median) by mechanical means and 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 and manually if required and as directed and approved in maintenance manual by the engineer incharge
-
-
-
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For cleaning of MCW
646.8
4817
3116191.85
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For cleaning of SR.
100.68
2408
242531.07
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Clearing slab/box type culverts, 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 maintanence Standard clause no.6.5 of IRC SP 95-2011.
-
-
-
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Minor Bridges
36
1242
44742.96
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Slab/Box type culverts/Pipe culvert
100
310
31071
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Restoration of Rain Cuts
The work shall consist of earthwork for restoration of raincuts in the embankment and shoulders using suitable material and compacting the same as per procedure given in Clause 3002 of MoRTH and directions of the Engineer- In-Charge.
-
-
-
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Restoration of Raincut with Soil
1000
183
183930
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Restoration of Raincut with Granular sub base
200
1196
239286
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Removal of unauthorized boards/hoardings within ROW including gas cutting if required and stacking, transportation etc complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC
1000
357
357140
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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 respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC
-
-
-
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Repair of Damaged Post/W Beam
1500
718
1078125
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Replacement of Damaged Post/W Beam
500
1437
718750
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Reparing/Replacement: 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 MoRTH specifications and directions of the Engineer In-Charge.
100
7142
714286
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and clause 1600 of MoRT&H Specifications complete as per Drawing and Technical Specifications and and directions of the Engineer-In- Charge.
5
82000
410000
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Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M35 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge
18
5803
104464.26
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Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M 30 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge
18
6339
114107.22
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Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M20 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge
18
4800
86400
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Providing and laying of plain cement concrete M-15 grade in foundation, levelling course etc. Including centering and shuttering all complete as per drawings and technical specification (part I/II) Section 1500 & 1700 and as direction by the engineer to attend the repair of parpet wall and other structure work and complete in all respect and as per direction of engineer in charge.
100
3571
357143
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Road marking with hot applied thermoplastic compound 2.5mm thick including reflectroising glass beads @
0.25 kg per square meter of area as per IRC:35-2015 complete as technical Clause 803 of MORT&H specifications and as per direction of Engineer-in-charge.
30000
550
16518000
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Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top
width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications and complete in all respect and as per direction of engineer in charge
500
319
159625
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Maintenance of electric poles including replacement of bulbs of required lux 40 (to be maintained throughout the Year) complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
300
628
188400
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Supply and running of Generator SET of 33 KV The rates include all operational and maintenance charges such as cost of fuels, lubricants, stores, establishment, depreciation and interest charges complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
200
336
67322
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Diversion Boards 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, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
10
6696
66964.3
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Safety Barrier with trapezoidal shape of about 80 cm to 100 cm length confirming to standard of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
100
4017
401786
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Bull nose 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, alternating 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 debries , complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
50
16071
803571.5
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Blinkers (without pole) with ultra bright red colour LED, 12 v solar panel and havinf frequency of 30 to 40 flashes per minute confirming to standards of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
80
6696
535714.4
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Pole mounted blinker with ultra bright red colour LED, 12 v solar panel, pole of 2 to 4 mtr height and havingfrequency of 30 to 40 flashes per minute confirming to standards of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge.
20
28571
571428.6
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Hazard Marker sign board
Providing and fixing Hazard Marker sign board (one way) of size 300x900mm rectangular as per IRC 67-2022 with retro reflective high intensity micro prismatic grade sheeting fixed over 2mm thick aluminum sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts.
(Type XI Sheeting as per provision of IRC 67 2022)
100
3596
359643
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Cautionary sign board
Providing and fixing Cautionary sign board of size 900x900x900mm triangular as per IRC 67-2022 with retro reflective high intensity micro prismatic grade sheeting fixed over 2mm thick aluminum 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 post complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts (Type XI Sheeting as per provision of IRC 67 2022)
30
3915
117455.4
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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 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 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications and direction of Engineer-in-charge within all leads and lifts
3000
217
652800
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Single Chevron Sign board
Providing and fixing Single Chevron Sign board as per clause 15.63 peof IRC 67-2022 with retro reflective high intensity micro prismatic grade sheeting fixed over 2mm thick aluminum 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 post complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
(Type XI Sheeting as per provision of IRC 67 2022)
50
2232
111607
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Providing and fixing Place identification sign board 1200x1200 mm rectangula as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type-XI as per ASTM D 4956 – 09 and as per IRC 67 – 2022 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 clause 801 of MORT&H specifications and directions of engineer in charge including all leads and lifts. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2022 complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
(Type XI Sheeting as per provision of IRC 67 2022)
20
5758
115178.6
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Providing and fixing Two Way Hazard Sign Board-Mandatory sign board 600 mm Circular with Hazard plate as per IRC 67-2022 with retro reflective high intensity micro prismatic grade sheeting fixed over 2 mm thick aluminum 3mm ACP sheet with 25x25x3 mm angle iron frame supported on a mild steel angle iron post 65x65x6 mm angle iron post 65x65x6 mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.45 m for vertical post complete as per Technical Clause 801 of MORT&H specifications and direction of Engineer-in-charge within all leads and lifts
(Type XI Sheeting as per provision of IRC 67 2022)
40
6530
261214.4
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Supply and fixing of Retro Reflective Sheeting Tape of Size 100 mm x 100 mm on the Post of W beam Crash Barrier complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
5000
15
75000
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Repair of spalled concrete using high strength epoxy grout including removal of spalled concrete, complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
500
750
375000
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Polymer Mortar as per requirement and Technical Specifications section (MORTH specification) and complete in all respect and as per direction of engineer in charge
1000
22
22000
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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 67-2022 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. complete in all respect as per clause 806 of MORT&H technical specifications and as per directions of the Engineer In-Charge.
240
2141
513856.8
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Traffic Impact Attenuator of minimum height 1.2 m and minimum weight of 950 kg:
Impact Attenuator made of 3 PVC cylindrical tank/ free standing plastic barrels filled with sand and length and width of array shall be designed based as per design speed of highway and coated with yellow paint, covered by reflective tape. Placing at locations in front of islands present on MCW with all lead and lifts complete in all respect as per clause 814 of MORT&H technical specifications and as per directions of the Engineer In-Charge.
10
3125
31250
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Providing and fixing Advance Direction signboard 1200x1200 mm square as per IRC 67-2022 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 - 09 and as per IRC 67-2022, fixed over 4mm thick cluminimum Composite material (ACM) sheeting having aluminium skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support grame of supported on two mild steel angle iron post 65x65x65mm firmly fixed to ground in foundation concrete M-25 sixe 0.60x0.60x0.75m for vertical post complete in all respects s per MoRTH technical specifications clause 801 and direction of Engineer-in-charge within all leads and lifts. Supplier shall provide a 10 year warranty as per clause 6.9 of IRC 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2022 complete in all respect and as per directions of Engineer in-charge.
15
14183
212745.54
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Removal/ Clearance of slush from wet drains by mechanical means from the lined Drains as per instructions and maintenance manual complete in all respect and as per directions of Engineer in-charge.
1000
72
72320
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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) complete as per MoRTH specifications and direction of Engineer-in- charge within all leads and lifts
30
868
26062.5
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Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
500
702
351340
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XLPE INSULATED ARMOURED CABLES
(On Surface):Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1)1988 to be laid on (surface) as per PWD General Specifications:
5000
77
388400
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Supply of Hydraulic Excavator of 1 cum bucket capacity complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts
750
1177
883125
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Reinforcement Cement concrete of garde M 40 for damaged expansion joints & approach slabs including reinforcement as per MoRTH specifications including disposal of material by mechanical means within all lead and lift complete as per MoRTH specifications clause no 1500,1600,1700, 2600 & 2704 and directions of the Engineer In- Charge.
50
12500
625000
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Dismantling of existing structures comprising of masonry, cement concrete (upto RCC M40), wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material within all lead and lift complete as per MoRTH specifications clause no 202 and directions of the Engineer In-Charge.
50
1967
98392.5
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Providing and laying in place of damaged strip seal a new 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 authorised representative ensuring compliance to the manufacturer's instructions for installation,within all lead and lift complete as per MoRTH specifications clause no 2600 and directions of the Engineer In-Charge.
50
7142
357143
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Providing and fixing RE wall Panel including reinforcing strips, geocomposite etc complete system as per design approved by Engineer-in-charge conforming to MORTH specifications clause no. 3105, soil nailing, wire mesh, and providing Providing and applying injection grouting using cement slurry admixed with Fosroc Chemical Conplast WL or any other equivalent compound @ 300 ml/ Bag of cement through the uPVC nozzles ( 12mm dia uPVC/ Plastic Nozzles - 4" to 9" long @ 5 No: / Sqm of area) , provided into the cracks/ honeycombed areas using 140 PSI hand operated Grouting Pump under pressure till the refusal,doing final Cement slurry Grouting (after 28 Days),, finally cutting & sealing of Nozzle. including all labour, supervision, tools and tackles and transportation etc. complete as per direction of Engineer -in- charge.
799.66
5803
4640883.93
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STAPLING:STAPLING :
(Center Joint & Major Longitudinal Cracks) :
* Marking the position of Vertical holes of diameter 30mm at a distance of 228mm from crack or joint at spacing of 600mm C/C on both side. Drilling 30mm diameter holes upto 140mm depth cutting slots of 35mm width and of 90mm depth, cleaning the slots thoroughly, roughening the surface of holes and slot inserting 16mm diameter bar in inverted "U" shape and anchoring it with epoxy grout, filling the slot with 1:3 epoxy - sand mortar or elastomeric concrete upto 10mm above the top surface of staple bar, compacting it and filling the remaining volume of slot with non-shrink polymer concrete upto top level of PQC surface.
1500
3000
4500000
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REPAIRS TO EXISTING STAPLING JOINTS
1500
1000
1500000
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1: 1.5:3 or richer mix (i/c equivalent cum design mix)
500
1149
574553.57
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, within all lead and lift complete as per MoRTH specifications clause no 601 and directions of the Engineer In-Charge.
319.5
2523
806165.6
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, within all lead and lift complete as per MoRTH specifications clause no 601 and directions of the Engineer In-Charge.
500
5496
2748020
... More
Painting two coats after filling the surface of kerb after removing the old paint surface with synthetic enamel paint in all shades on new plastered concrete surfaces (applying minimum paint @ of 1 litre for 2 sqm) , within all lead and lift complete as per MoRTH specifications clause no 803 and directions of the Engineer In-Charge.
30000
109
3294600
... More
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification (minimum weigth of steel 0.0429 MT per metre) , within all lead and lift complete as per MoRTH specifications clause no 2703.2 & 1900 and directions of the Engineer In-Charge.
200
2970
594108
... More
Digging of pits
Digging of pits in all kinds of soil & refilling the same, with cum the excavated earth Hole 0.60 metre dia and 0.60 metre deep.
5000
10
53571.43
... More
Farm yard manure
Supplying at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening through sieve of I.S.designation 16mm with 5 Km lead and supply of good earth making mixture in ratio of 1.2
282
426
120353.57
... More
Providing and stacking of calliandra hybrida of height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge
1250
51
64732.14
... More
Providing and stacking of Tecoma gaudichaudi of height 60-75 cm. with 5-6 branches in each p.bag of size 25 cm as per direction of the officer-in-charge.
2500
58
145089.29
... More
Providing and stacking Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan, Scarlet Queen, Variegated, Glabra Formosa, Peruvians Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Polybag & as per direction of the officer-in-charge .
1250
46
58035.71
... More
Filling Pot-holes and Patch Repairs with 3004.2 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 aides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, Limming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of MORT&H specifications
-
-
-
... More
Grading-II 13mm (Nominal size)
16696.88
296
4949430.8
... More
Providing sealing to cracks wider than 3 mm using slow curing bitumen emulsion complete as per Technical Specifications clause no. 3004.3.3 and as per satisfaction of Engineer-In-Charge.
8220
3
29357.14
... More
Providing and erecting a "W" metal beam crash barrier double sided 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 , , within all lead and lift complete as per MoRTH specifications clause no 811, IRC : 119-2015 and directions of the Engineer In-Charge.
500
3625
1812500
... More
Providing and laying bituminous concrete 50 mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, 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 technical clause 507 of MORT®H specifications and directions of the Engineer In- Charge.
857.63
8694
7456338.14
... More
Tack Coat @ 0.25kg per sqm Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated wit prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications and directions of the Engineer In- Charge.
16696.88
12
208710.94
... More
Milling on Bituminous Surafce:
Dismantling of existing damaged Bitumen surface by cold Milling Machine upto 50 mm depth and hauling the milled material up to 10 km and stacking at nearest recycling Plant site.
857.63
401
344583.48
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Credit for Milling Material Note: Recovery shall be made for retrieved milled material at the rates specified herein (i.e @20% of rate quoted for item of BC)
Material obtained from dismantling of existing bituminous layer has been calculated @60% of the rerieved material as per theoretical calculations. The agency shall take away this material at the fixed rate @20% of quoted rate of BC. If actual material is found on lower side, no claim will be entertained and full recovery on account of quoted rate and exhibited in the BOQ shall be made. The dismantled material can be used in nay of the items for work after modification so as to fulfill MoRTH specification clause 519 and the work agency can take the material. However, recovery of material shall be made for that quantity exhibited in the BOQ and specified herein irrespective of the fact that material is used in the work or not.
514.58
-1738
-894758.52
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Total Estiamted Cost
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83968417.09
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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.
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83968417
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