Jaipur Development Authority Tender

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Jaipur Development Authority Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 May 2025
Closing Date26 May 2025
Tender Amount₹ 7,03,90,000 
Notes
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Bid Capacity
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The formula for bid capacity is: bid capacity = (A x N x 3) - B.
Technical Capacity
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The bidder is required to have executed a certain quantity of work in any one financial year of the last seven financial years, including the current year. The specified quantities are: - Earth Work: 67493.00 CUM - GSB/WMM work: 21213.00 CUM - BT (DBM/BC) work by paver: 2318.00 MT - Kerb Stone: 1500.00 Rmtr. The bidder should have completed at least one similar nature work in the last seven financial years, including the current year, with a value not less than 50% of the estimated cost of the work, which is Rs 351.95 Lacs updated to the present price level. The bidder should have achieved an annual financial turnover of at least 60% of the estimated cost of work, which is Rs. 422.34 Lacs, in any one of the seven financial years.

Costs

  • EMD

    ₹ 14,07,800
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 2,500

Summary

Construction Of 200 Ft Road Mahapura To Nevta In Zone -11 Jda Jaipur

Description

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BOQ Items

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DO_NOT_SHOW

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Supply and fixing of NP-2 pipes 200mm dia and 2 meter length on 60-75 cm with filling of earth in pipes. Pipe should be painted with enamel paint in alternate strips of 20cm width and in one mete length with Red/White colour complete as per direction of Engineer In Charge.

80

1013

81040

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"Demarcation (by Total station) of schemes, Nallha, road, sector plan, master plan road and marking alignment or road with fixing of the center line by wooden pegs (5x5x45 cm) on ground as per respective drawings and master plan including fixing of pre cast pillars supplied by JDA at JDA store pillar size up to (10cm dia at the top & 15mm dia at bottom 75cm height) for demarcation of corners center lines as per the direction Engineering in Charge. Open Area

45

1300

58500

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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 m as per MoRD Specification Clause 202.By Mechanical Means Cement Concrete

400

238

95400

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Dismantling Stone Masonry as per MoRD Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRD Specification Clause 202. Rubble Stone Masonry in Cement Mortar

700

121

85050

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Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD pecification Clause 401 For Grading I Material

55200

400

22107600

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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 weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 300.11 & 300.12 and MoRD Specification Clause 306. By Mechanical Means with 1 km lead2

8437.5

1071

9036562.5

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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 MoRD Specification Clause 502

33750

31

1063125

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.

33750

10

364500

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.

33750

9

303750

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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weightof 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 MoRT&H Specifications Clause 507 complete in all respects. for Grading II ( 19 mm nominal size )

3847.5

2722

10474818.75

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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 per cent of mix and filler, ransporting 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 MoRT & H Specifications Clause 509 complete in all respects for Grading-II (13 mm nominal size) Bitumen (VG-30)

3105

2934

9110070

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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701

6.75

9180

61965

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Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

1740.15

436

759575.4750000001

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Providing and fixing reinforced concrete precast kerb stone or dand R.Mtr of M-20 grade cement concrete 120 cm long having 4 Nos. bars of 8 mm dia hysd and stirrups 6 Nos of 6 mm dia as per IS with in built provision of interlocking of jointing and lifting compaction of reinforced concrete by mechanical and table vibrators jointing at site with cement mortar 1:4 complete in all respect as directed by Engineer incharge on:100 mm thick cement concrete 1:4:8 (1 Cement : 4 Coarsesand : 8 stone aggregate 20 mm thick nominal size) includingexcavation of earth and cutting of BT road cutting of WBM roadetc. and disposal of surplus material with all lead and lift.The size of kerb shall be 1.5+16.5)/2*30+(16.5*7.5)

4500

617

2776500

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Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Specification Clause 1701

3780

52

197316



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