Hyderabad Metropolitan Development Authority Tender
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Hyderabad Metropolitan Development Authority - HMDA Tender
Civil And Construction
Road Construction
Opening Date25 Mar 2025
Closing Soon8 Apr 2025
Tender Amount₹ 2,87,37,998
AI Insights
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is specified as "Lumpsum Relevent class" or "Civil Contractor" as per certain government orders, but the specific class (such as Class A, Class B, etc.) is not explicitly mentioned.
Bid Capacity
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The formula for bid capacity is: 2AN - B
Technical Capacity
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The required prior work experience for the bidder is considered in terms of the maximum value of civil engineering works executed in its name in any one financial year during the last five financial years, updated to the current price level, or the annual turnover of any one year in the last 10 years, attested by a Chartered Accountant. The available bid capacity is calculated as 2AN-B, where A is the maximum value of civil engineering works executed. The value of works considered for calculating the available bid capacity includes the maximum value of civil engineering works executed in a financial year, which should be more than the estimated contract value for the bidder to be qualified. The estimated contract value (ECV) is Rs. 2,87,37,998/-. There is no specific mention of a required percentage of similar works completed. However, the bidder's experience in executing civil engineering works is a crucial factor in determining their available bid capacity. Additionally, for specific types of works like bituminous works, there are requirements based on the cost of the work, such as having a "Drum Mix Plant" or a "Batch Type Hot Mix Plant" within a certain distance from the work site, depending on the cost of the work. The costs mentioned are: less than or up to Rs. 5.00 crores, more than Rs. 5.00 Cr. and up to Rs. 30.00 Cr., and more than Rs. 30.00 Crores. The bidder should also demonstrate the availability of key personnel and have liquid assets and/or credit facilities of not less than Rs. 2.88 Crs. For works costing more than Rs. 200.00 lakhs, the bidder should submit a quality plan and show proof of owning or leasing a quality control laboratory. The bidder should be cumulatively net profit making during the last Ten Financial Years.
Costs
EMD
₹ 2,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
584671Tender No
HMDA/DEV/CE/22/02/2024-25, Date: 18.03.2025Tender Authority
Hyderabad Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://hmda.gov.in/
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BOQ Items
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item;Providing and erecting direction and place identifications of semi reflective sign boards up to 0.90 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including contractors profit & Over head charges, But Excluding GST. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. FOR ROAD FURNITURE
5
2945
14727.5
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item;Providing & fixing of Typical Title informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges,But excluding GST including Contractors profit and Overhead charges complete for finished item of work and as directed by the Engineer-in-charge. FOR ROAD FURNITURE
2
13720
27440.04
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item;Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. FOR ROAD FURNITURE
30
357
10731.6
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item;Reinforced cement concrete M15 grade Kilometre/Hectametre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. - 200M H.M Stones FOR ROAD FURNITURE
1
738
738.47
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item;Reinforced cement concrete M15 grade Kilometre/Hectametre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. - Ordinary KM Stones FOR ROAD FURNITURE
1
2490
2490.42
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item;Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excaion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including contractors profit & Over head charges, but excluding Seig Charges& GST etc,. Complete. for finished item of work and as directed by the Engineer-in-charge. -- For Pipe Culverts for Construction of HP Culvert 1V of 1000mm Dia.NP3 Pipes
50
10025
501269.5
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item;Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete for finished item of work and as directed by the Engineer-in-charge. for Construction of HP Culvert 1V of 1000mm Dia.NP3 Pipes
80
5490
439207.2
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item;Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete for finished item of work and as directed by the Engineer-in-charge. for Construction of HP Culvert 1V of 1000mm Dia.NP3 Pipes
17
5222
88781.99
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item;Earthwork excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. for finished item of work and as directed by the Engineer-in-charge. - For Foundations. for Construction of HP Culvert 1V of 1000mm Dia.NP3 Pipes
289.16
127
36922.84
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item;Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH(RBR -EECD -3) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for ROAD WORK
600
109
65874
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item;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 II (13 mm nominal size), premixed with bituminous binder VG 30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic big 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 with all leads (MORTH 5.8)including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge for ROAD WORK
165
11067
1826097.9
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item;Providing and laying dense graded 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 @ 4.5 per cent 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 MoRTH (5th Rev)specification clause No. 507 complete in all respects. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for ROAD WORK
275
9701
2667970.25
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item;Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including conveyance of bitumen emulsion round the trip as per Technical Specification Clause 503 MORD, including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge for ROAD WORK
11000
13
145530
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item;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. of AP Revised data for ROAD WORK
5500
38
213620
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item;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge RBR-SBBS-11 A for ROAD WORK
1160
2103
2439874.4
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item;Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for ROAD WORK
870
1904
1657236.9
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item;Carting away unuseful excavated soil/rock at site and pipe line trench earth including loading and unloading transportation, (lead upto 5km) away from the work spot, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for ROAD WORK
18480
74
1374912
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item;Forming Embankment /Subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 (4th revision) - with a lead charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for ROAD WORK
48000
299
14393760
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item;Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for ROAD WORK
1200
1032
1238616
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item;Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for ROAD WORK
2400
174
418536
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item;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.for ROAD WORK
11280
76
860100
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