Ministry Of Road Transport And Highways Tender

View complete overview of Uttarakhand MORTH Tender

Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date4 Jan 2025
Closing DateCancelled
Tender Amount₹ 3,68,74,000 
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: 1. Total value of Civil Engineering construction and/or maintenance works performed in the last three years (in Rs. Lakh). 2. Work performed as prime contractor/JV partner of a similar nature during the last five years, with details such as Project Name, Name of the Employer, Description of work, Value of Contract (in Rs. Lac), Date of issue of work order, Stipulated period of completion, Actual date of completion, and Remarks explaining reasons for delay in work. 3. Qualification and Experience of Key Personnel required for administration and execution of the Contract, including Total Professional Experience (Years) and Experience in the proposed position (Years). 4. Availability of minimum cash amounting to 25% of the value of work during implementation of the Contract towards working capital. 5. The bidder should have satisfactorily completed (not less than 90% of contract value), as a prime contractor or as a partner of JV for similar works during last five years ending last day of month previous to the one in which bids are invited. 6. The similar works should be one of the following: - Three similar completed works costing not less than amount equal to Rs. 92.18 lakhs each. - Two similar completed works costing not less than amount equal to Rs. 129.06 lakhs each. - One similar completed work costing not less than amount equal to Rs. 184.37 lakhs. 7. Average Annual Turn-over during last 3 years: Rs. 368.74 Lakhs (estimated cost of work) 8. Work of similar nature during last 5 years: - Single work of Rs. 184.37 Lakhs (minimum 50% of estimated cost of work) - Two similar works each of Rs. 129.06 Lakhs (minimum 35% of estimated cost of work) - Three similar works each of Rs. 92.18 Lakhs (minimum 25% of estimated cost of work) 9. Escalation factors to bring the value of such completed works to the level of current financial year (2023-24) are: - Financial Year 2023-24: 1.1 - Financial Year 2022-23: 1.21 - Financial Year 2021-22: 1.33 - Financial Year 2020-21: 1.46 - Financial Year 2019-20: 1.61 The available bid capacity calculation: Available Bid capacity = (A* N* 2.5 - B), where A is the maximum value of civil engineering works executed in any one year, N is the number of years prescribed for completion of the works, and B is the value of existing commitments and on-going works.Similar work or eligible projects mentioned in the technical capacity experience include: 1. Highway construction/maintenance works 2. Bridge construction/maintenance works 3. Road maintenance works 4. Building and other construction works Values like amount and percentage mentioned in the context of similar work or eligible projects include: - Contract Price - 5% of Contract Price - 10% of Initial Contract Price - 20% - 80% to 100% - Rs. 10000/- per day - Rs. 20 lakhs - Rs. 3793314.00, Rs. 16377970.84, and Rs. 16702441.82 - 0.1 percent of the remaining value of contract to be executed Also, the following amounts are mentioned: - Rs. 368.74 Lakhs - Rs. 184.37 Lakhs - Rs. 129.06 Lakhs - Rs. 92.18 Lakhs Percentages mentioned include: - 25% - 35% - 50% - 90%

Costs

Summary

Short Term Maintenance Of Nh 309 A Km 185.000 To 206.600 Under Nh Repair Year 2024-25 In State Of Uttarakhand

Description

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BOQ Items

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DO_NOT_SHOW

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Block Takula

546.13

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Block Hawalbagh

1248.81

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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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 specification clause No. 507 complete in all respects.) for GradingII(19 mm nominal size)

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Block Takula

27.31

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Block Hawalbagh

62.44

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Tack coat Bitumin Emalsion RS-1 using @0.20 - 0.25kg/s hungry bituminous surface

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Block Takula

10922.5

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Block Hawalbagh

24976.25

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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 using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 specification clause No. 509 complete in all respects)

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Block Takula

327.68

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Block Hawalbagh

749.29

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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.)

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Block Takula

600

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Block Hawalbagh

940

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ROAD PROPERTY MAINTENANCE

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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

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Block Takula

348.96

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Block Hawalbagh

625.89

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

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Block Takula

6.33

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Block Hawalbagh

21.2

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

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Block Takula

304.53

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Block Hawalbagh

439.87

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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

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Block Takula

247.36

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Block Hawalbagh

543.82

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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

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Block Takula

88.28

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Block Hawalbagh

201.2

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K.C. Type Drain

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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

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Block Hawalbagh

165

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

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Block Hawalbagh

82.5

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

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Block Hawalbagh

154.69

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Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)

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Block Takula

725

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ROAD MAINTENANCE

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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 addingfresh approved soil and compacting it with appropriate equipment

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Block Takula

6660

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Block Hawalbagh

20610

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Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)

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Block Takula

6300

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Block Hawalbagh

22500

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Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914

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Block Takula

23200

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Block Hawalbagh

56400

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Supply of JCB Machine (Loder cum Excavator) on hire charges for removal and loading of dump/ Malwa etc from road surface/ drain including cost of fuel, engine oil, other R/M work, operator wages and all expenses etc. complete for proper operation of JCB machine at required places as directed by Engineer in charge..

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Block Hawalbagh

300

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Supply of Tipper 5.50 cum/10 ton capacity on hire charges for removal of dump and malwa etc from road surface/ drain including cost of fuel engine oil other R/M works, operator wages and all expenses etc. complete for proper operation of JCB machine at required places as directed by Engineer in charge.

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Block Hawalbagh

200

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Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

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Block Takula

3700

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Block Hawalbagh

10900

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Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge.

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Block Takula

8

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Block Hawalbagh

8

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