Ministry Of Road Transport And Highways Tender

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Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date17 Feb 2025
Closing Date6 Mar 2025
Tender Amount₹ 4,40,76,282 
Notes
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Technical Capacity
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The important information given under the technical capacity header which is specifically related to prior work experience includes: * The gross value of work done up to the last date of submission is 90 % or more of the original contract price. * A certificate from the employers shall be submitted along with the application incorporating clearly the name of the work, contract value, billing amount, date of commencement of works, satisfactory performance of the contractor and any other relevant information. * Quantities of work executed as prime contractor, work performed, in the past as a nominated sub-contractor, will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided, further that all other qualification criteria are called (in the same name and style) in the last five years and in current year before the submission of the bid. * The experience of the other joint venture partners shall be considered if it is not less than 30 percent of the qualifying criteria. * The lead partner shall meet not less than 50 percent of all criteria given. * The joint venture must collectively satisfy the criteria. * The quantities of work performed in the past five years, including cement, concrete, masonry, earthworks, and bituminous work, are to be provided with quantities and contract references. * The value of the contract is mentioned in Rs. Crore. * The labour cess will be deducted as per prevailing rules i.e. 1% of the work done. * If the quantity of any item exceeds the quantity as in the tender by more than 130%, the contractor will be paid for the quantity in excess of 130%, at the rate entered in the SOR of the year during which the excess in quantity is first executed. * The available bid capacity will be calculated based on the maximum value of work executed in any one year during the last five years, which is updated to the price level of the year indicated in the appendix. * The formula to calculate the available bid capacity is: Assessed Available Bid Capacity = (A*N*2-B), where A = Maximum value of work executed in any one year during the last five years. B = Value at current price level of the existing commitments and ongoing works to be completed during the next 06 months. N = Number of years prescribed for completion of the works for which the bids are invited.Similar work or eligible projects mentioned include: - Work performed as prime contractor, with values of contract ranging from Rs. Crore, and quantities of work executed such as Cement, Concrete, Masonry, Earth Works, and Bituminous Work. - Quantities of work executed as prime contractor, work performed in the past as a nominated sub-contractor, with values in Rs. Lakhs, and percentages not explicitly mentioned. - Total value of Civil engineering constructions work performed in the last five years, with values in Rs. Lakhs for each year from 2018-2019 to 2022-2023. - Work performed as prime contractor, with contract values in Rs. Crore, and stipulated periods of completion, actual dates of completion, and remarks explaining reasons for delay and work completed. - At least one contract of at least 40 percent of the value of the proposed contract within the last five years. - Substantially completed works: at least 90% completed, with a certificate from the employer, including details such as contract value and billing amount.

Costs

Summary

Road Safety Improvement Of Widening From 3.0 M To 5.50 M Between Km.234/00 To 238/400 Of Nh-64 In Bharuch District In The State Of Gujarat. Borbhatha Ankleshwar Section

Description

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BOQ Items

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Granular Sub-Base with Close Graded Material (Table:- 400-1 & 400-2) (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). Grading-II Material

7735.25

1235

9553033.75

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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Mechanical Grader in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

3084.38

1393

4296534.39

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Prime Coat (Providing and Applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of rod surface and sprayng primer at the rate of 0.60 kg/Sqm using mechanical means.

9250

32

302937.5

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50mm thick Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 110 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5% by weight of total mix 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 MoRTH 5th Revision specification clause No. 505 complete in all respects. including bitumenus tack coat @ 2kg/10smt etc complete) (Only in Widening Portion ) [For Grade-II, bitumen@4.5% rate]

570.63

8684

4955307.5

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30 mm Th. Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 % 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 MORTH 5th Revision specification clause No. 507 of Specifications for Road & Bridge work (Fifth Revision) complete in all respects including bitumenus tack coat @ 2kg/10smt etc complete) for Grading-II (10 mm nominal size)

795.38

10326

8213093.88

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Kilo-Metre Stone Reinforced Cement Concrete M-15 grade Kilo metre stone of standard design as per IRC: 8-1980, fixing in position including painting and printing etc. (i) 5th Kilometre stone (Pre cast)

1

3437

3437

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Kilo-Metre Stone Reinforced Cement Concrete M-15 grade Kilo metre stone of standard design as per IRC: 8-1980, fixing in position including painting and printing etc. (ii) Ordinary Kilo metre stone (Pre cast)

4

1976

7904

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Kilo-Metre Stone Reinforced Cement Concrete M-15 grade Kilo metre stone of standard design as per IRC: 8-1980, fixing in position including painting and printing etc. (iii) Hecto metre stone (Pre cast)

16

614

9824

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Cautionary / Warning sign: Made out of 2 mm aluminum sheet size 90 x 90 x 90 cms equilateral triangle as per the design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications, 3.1 m long Stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3 mm , 75 x 75 x 6mm as required; Painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of Engineer-in-Charge. The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x60 cms for each leg .including excavation curing etc complete under the supervision of Engineer-in-Charge. B) High Intensity Grade.

10

5331

53310

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Distance Infomatory/Destination Sign : (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign size 90 x 75 cm as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

2

8080

16160

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Village Name/Bump Ahead Sign: Made out of 2 mm aluminum sheet size 90x75 cms rectangle as per the design of IRC-67:1977. Pre treated with phospheting process & acid etching, coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. Letters & numarals should be as per IRC-30:1968. 3.1 m long (2nos.) Stand post and frame may be fabricated from suitable size iron angle of 50 x 50 x 5 mm, painted with best quality epoxy coating in black & white bends.The details of symbol or inscription/numarals for each boad shall be as per the instruction of Engineer-in-Charge. The fixing at site shall be in 1:2:4 C.C. Block of size 45x45x60 cms for each leg. Including excavation curing etc complete under the supervision of Engineer-in-Charge. B) High Intensity Grade.

10

8080

80800

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Route Marker Sign: Made out of 2 mm aluminum sheet size 60x45 cms rectangle plus 30x25 cms additional plate as per the attached drawing (IRC). Pre treated with phospheting process & process & acid etching coated with one coat of epoxy primer and two coats of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. 3.1 m long Stand post and frame fabricated either from suitable size iron angle of 35x35x3 mm & 75x75x6 mm as required painted with best quality epoxy coatingsin black & white bends.The details of numarals for each board shall as per the instruction of engineer incharge. The fixing at site shall be in 1:2:4 C.C. Block of size 45x45x60 cms for each leg. Including excavation curing etc complete under the supervision of Engineer-in-Charge.

2

4646

9292

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Hazard Marker Sign/Chevron Board : Made out of 2 mm aluminum sheet size 90 x 30 cms rectangle as per the design/ drawing attached (IRC) pre treated with phospheting process & process & acid etching coated with one coat of epoxy primer and two coats of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications,3.1 m long Stand post and frame fabricated either from suitable size iron angle of 35 x 35 x 3 mm & 50 x 50 x 5mm painted with best quality epoxy coatings. The fixing at site shall be in 1:2:4 c.c. Block of size 45 x 45 x 60 cms for each leg. Including excavation curing etc complete under the supervision of Engineer-in-Charge. (B) High Intensity grade.

4.05

12033

48733.65

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Providing and fixing of retro-reflectrised cautionary, mandatory and infomatatory sign as per IRC:67 made of encapsulayted lens type reflective sheeting vide clause 801.3 fixed over alluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm , 60cm below ground level as per approved drawing.

6

4754

28524

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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 810)

280

3462

969360

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Providing and applying hot applied Thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sq.mt. area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, to be uniform and free from streaks and holes.

1679.17

427

717005.59

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Supply & fixing cats eye (Stimsonite) made out Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type size 12cms.x6cmsx2.5cms. Provided with bituminous adhesive 100g with each unit for fixing. (Engineer grade).

631

465

293415

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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Cement Concrete Grade M-15 & M-20

754.7

983

741870.1

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) In ordinary Soil Up to 3 mtr Depth A manual Means (Depth upto 3m)

622.8

397

247749.84

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) for M-15 Grade Concrete.

74.2

3909

290067.09

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) for M-20 Grade Concrete

238.2

4559

1085958.56

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) for M-25 Grade Concrete

450.7

4995

2251413.26

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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications

261

156

40716

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Supplying, fitting and placing FE-500 (D) TMT bar reinforcement in Foundation, sub-structure & Super Structure complete as per drawing and technical specifications

87.6

84068

7364420.75

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

135

774

104525.1

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) for M-30 Grade Concrete

47.4

5037

238782.24

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification {i} Sandy material

240.2

892

214484.6

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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 20 Ht Upto 5mtr.

20.1

4761

95696.1

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Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

128.1

1123

143856.3

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Painting Two Coats on new concrete surfaces (Providing Two Coats after filling the surface with syntetic enamle pait in all shades on ne plaster/concrete surfaces) including throughly brushing the surface to remove all dirt, dust, mortar drops and other foreign matter.

51.4

92

4728.8

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Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.

618.75

255

158059.68

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Embankment Construction with Material Obtained from Borrow Area (Construction of embankment with approved material obtained from borrow Area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

540

277

149580

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Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1200 mm dia

60

6120

367200

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Providing and fixing of retro reflectorised cautionary,mandatory and informatory sign as per IRC-67 made of class C type XI retro reflctive sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65NB,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm ,60cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67

12

2395

28742.4



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