Agra Development Authority Tender

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Agra Development Authority - ADA Tender

Works
Housekeeping Services
Eprocure
Opening Date11 Feb 2025
Closing Date5 Mar 2025
Tender Amount₹ 4,75,87,200.11 
This is an estimated amount, exact amount may vary.
Notes
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Technical Capacity
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The required prior work experience for the bidder includes having executed and received payments for civil engineering construction work in the last five years. The bidder should have achieved a minimum financial turnover of at least the amount equal to the estimated cost of works for three years, indexed at a rate of 8 percent per year. The bidder should have satisfactorily completed, as a prime contractor, at least one similar work equal to 75% in value or two similar works equal to 40% in value of the estimated cost of work. Additionally, the bidder should have completed at least 30% of the value of construction work required to be completed after half of the completion period has elapsed. The bidder is also required to provide information on the total annual volume of civil engineering construction work executed and payments received in the last five years, as well as details of works performed as a prime contractor on construction works of a similar nature and volume over the last five years. The subcontracting components should not exceed 25% of the contract price. The amount of Rs. 9,52,000.00 is mentioned as the amount of Earnest Money, but it is not related to the prior work experience or similar works completed. The bidder's available bid capacity for construction work is calculated based on the maximum value of civil engineering works executed in any one year during the last five years, updated to the price level of the last year at the rate of 8 percent a year. The calculation of Assessed Available Bid capacity is as follows: Assessed Available Bid capacity = ( A*N*M -B ), where A is the maximum value of civil engineering works executed, N is the number of years prescribed for completion of the works, M is 2.5, and B is the value of existing commitments and ongoing works.

Costs

Summary

Rcc Drain Internal Road And Park Beautification Work In Sector D Of Kalindi Vihar Yojna.

Description

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BOQ Items

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (Item No. 15.7.4, DSR-2023)

976

1570

1533149.6

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Sale out of old demolished brick class M-150 (Ch. No-1 Item No. 1 A, SOR-2023-24)

134700

6

-835140

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Brick bats class M-150 (Ch. No-1 Item No. 2 C, SOR-2023-24)

683

1000

-683000

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil. ( Item No. 2.6.1 DSR-2023)

3301

135

446757.34

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) . (SI.No-4.1.8 DSR 2023)

472

5193

2451563.28

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (SI.No-5.22A.6, DSR 2023)

75612

82

6217574.76

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (SI.No-5.1.2, DSR 2023)

1376

6897

9490505.92

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Centering and shuttering with 12mm thick shuttering plywood conforming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. (SI.No-26.64.1, DSR 2023)

14146

81

1151908.78

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Road work- Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). (SI.No-16.77, DSR 2023)

14495

5

77403.3

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Extra lead up to 4 km. Cartage of Ballast, Kankar, Coal, Grit or Sand etc, including loading and unloadrng but excluding stackings on pucca roads (Ch.-3, Item No. 4 SOR-2023-24)

725

165

120132.5

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Dismantlling lnterlocking tiles tiles work in floors/Roads lald in dry sand including stacking with 50 metre lead for thickness of tile 60mm to Bomm (Ch.-17, Item No. 22 SOR-2023-24)

3564

65

231660

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (SI.No-5.22A.6, DSR 2023)

1699

82

139708.77

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (SI.No-5.1.2, DSR 2023)

14

6897

96560.38

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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %.

484

2737

1324708

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Providing and Laying spreading and compacting grades stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to OMC in mechnical Mix plant carries of mixed materical by tipper to site laying in uniform layers with paver in sub-base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H specification No 406 S.No. 4.12 (table -400-11) Material (For Grading-I), 53 mm -22.4 mm 30.00%, 22.4mm-4.75mm 40.00%, 2.36 mm and below 30%)

484

2869

1388596

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Providing, & applying Priming Coat with bitumen emulsion(5581) on prepared surface of grangular base Including cleaning of road surface and spreading primer @ 0.70 kg/sqm. using mechanical means. Rates including of biturnen emulsion. (As per MORTH 502, MORT&H 2024 Rates taken from intergrated SOR dated on 1-11-2024

9663

41

396183

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Providing, & applying Tack coat with bitumen emulsion SS1 using emulsion pressure distributor @ 0.25 kg/sqm on the prepared grangular/ old painted surface, cleaned with mechanical broom Including all Taxes material, labour, T& P etc. required for proper completion of work. Rates including of (As per MORTH 503 MORT&H 2024 Rates taken from intergrated SOR dated on 1-11-2024)

19325

14

287942.5

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Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP, using crushed stone aggregates of specified grading, premixed with Bituminous binder(VG-30) @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density as per MORTH specification clause No. 505 (MORT&H 2024 Rates taken from intergrated SOR dated on 1-11-2024

1395

4432

6182640

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Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed stone aggregates of specified grading, premixed with Bituminous binder (VG-30) @5.4% by weight of total mix and filler, transporting the hot mix to work site, laying with paver finisher with sensor control to required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achleve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge, as per MORT & H specification clause no. 507. MORT&H 2024 Rates taken from Intergrated SOR dated on 1-11-2024)

1419

5073

7198587

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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (SI.No-16.62, DSR 2023)

1180

570

672812.4

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Supply Laying of 80 mm I Shaped (Zigzag) rubber moulded coloured precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (Cha.-20 S.I No. 17F, SOR 2023-24

5922

910

5389020

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Providing and fixing PVC pipe conforming to lS make working pressure 6 KgiSqCm incuding testing labour T&P and all complete fittinqs (Ch.-23, Item No. 30 SOR-2023-24) (A) 75 mm diameter

6

290

1740

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(C) 110 mm diameter

12

450

5400

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(D) 140 mm diameter

6

550

3300

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (Item No. 18.9.1, DSR-2023) (A) 15 mm nonrinal dia pipes

20

186

3731.6

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(B) 20 mm nonrinal dia pipes (Item No. 18.9.2, DSR-2023)

15

209

3137.25

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(C) 25 mm nonrinal dia pipes (Item No. 18.9.3, DSR-2023)

40

270

10839.2

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Park work- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil. ( Item No. 2.6.1 DSR-2023)

267

135

36135.78

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) . (SI.No-4.1.8 DSR 2023)

46

5193

238923.54

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (SI.No-6.1.1, DSR 2023)

251

5619

1410607.45

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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). (SI.No-4.10, DSR 2023)

176

313

55133.76

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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (SI.No-13.4.1, DSR 2023)

1830

272

498620.1

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Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (SI.No-13.46.1, DSR 2023)

1830

122

224083.5

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Supply Laying of 80 mm I Shaped (Zigzag) rubber moulded gray precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (Cha.-20 S.I No. 17 E, SOR 2023-24

1830

834

1526220

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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (SI.No-10.25.2, DSR 2023)

1400

131

184240

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (SI.No-13.61.1, DSR 2023)

120

118

14264.4



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