Ministry Of Road Transport And Highways Tender
View complete overview of Uttarakhand MORTH Tender
Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Jan 2025
Closing DateCancelled
Tender Amount₹ 3,68,74,000
AI Insights
Technical
Technical
Financial
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
EMD
0Document Cost
₹ 11,800Tender Fee
Refer Documents
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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Contact
Tender Id
2025_MoRTH_842847_1Tender No
48/12M-NH/2024 dt 04.01.2025Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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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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