Agra Development Authority Tender

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Agra Development Authority - ADA Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date10 Oct 2023
Closing Date23 Oct 2023
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Providing and applying primer coat with bitumen emulsion (S.S.) on prepared surface of granular base including clearing of road surface and spraying primer @ 0.75 kg/sqm. (S.S. Grade) using mechanical broom including all taxes complete as per MORT&H specification No. 503

630

25

15876

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Providing and applying Tack Coat VG-10 bitumen using bitumen pressure distributor @ 0.30 Kg/ M2 on the prepared bituminous surface cleaned with labour and Air compnesson including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503 Analyses attached.

1260

15

19530

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Providing and laying of Bituminous Macadom with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Ussing Crushed stone aggregates of specified grading as given below, Primixed with Bituminous Binder @ 3.30% of mix and filter, Transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the disired compaction as per MORTH specification clause No. 501.6 and 501.7 complete in all respects 50mm to 80 mm thick using VG-30 Bitumen (Grading 19mm nominal size) 25-10mm 40% 10-5mm 40% 5mm and below 20%

70

3524

246680

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Providing and laying Semi Dense Bituminious Concrete with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Using Crushed stone aggregates of specified grading as given below, premixed with Bituminous Binder @ 4.50% of mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tan tom rolar to achieve disired compaction as per MORTH specification clause No. 508 complete in all respect 25 mm thick using VG-30 Bitumen, 9.5-4.75mm 57per cent 4.75mm and below 4.1% filter 2%

37

4078

150886

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Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. (CH-20 Item No. 765 SOR 2022-23)

0.36

85000

30600

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Drain work :- Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 1 SOR-2022-23)

144

145

20880

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Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (CH-5 Item No. 2 SOR 2022-23)

29

5550

160950

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Class-150 (Non Modular) brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. (CH-6 S.I. No. 2 SOR-2022-23)

100

5600

560000

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12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (CH-13 S.I. No. 13.4.1. SOR-2022-23) 1 cement : 4 Coarse sand

432

190

82080

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Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (CH-5 S.I. No. 4.1.3 SOR-2022-23)

14

6500

91000

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Sewer line work :- Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 1 SOR-2022-23)

130

145

18850

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Providing and fixing PVC pipe conforming to IS make working pressure 6 Kg/SqCm incuding testing labour T&P and all complete fittings (CH-23 S.I. No. 32 SOR 2022-23) 110 mm diameter

144

450

64800

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Providing and laying cement concrete in 1:5:10 (1 Cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (CH-5 S.I. No. 1 SOR 2022-23)

11

5250

57750

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Suppying, Laying and fixing of N.P.-3 & N.P.-4 Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance (labour only) excluding cost of pipes/collars. (CH-1 S.No. 31(a) + CH-20 S.No. 10 (a) SOR 2022-23) (a) 350mm & 450mm dia

170

1625

276250

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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : (CH-25 S.I. No. 19.7.1 SOR 2022-23) (a) Inside size 900 x 800mm and 500mm deep including C.I. Cover frame.

8

10200

81600

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Water line work :- Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 1 SOR-2022-23)

90

145

13050

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Providing and fixing PVC pipe conforming to IS make working pressure 6 Kg/SqCm incuding testing labour T&P and all complete fittings (CH-23 S.I. No. 32 SOR 2022-23) 110 mm diameter

180

450

81000

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Park Work :- Supply of PVC Endcap 6 kg/sqcm. (From Shastripuram) 110 mm dia

10

66

660

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Supply of PVC Elbow/Bend 6 kg/sqcm. 110 mm dia

10

116

1160

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Supply of PVC Tee 6 kg/sqcm. 110x110x110mm dia

4

138

552

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Earth work in filling…………All complete. (Presanctioned Rate)

270

274

73980

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Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 1 SOR-2022-23)

19

145

2755

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Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (CH-5 Item No. 2 SOR 2022-23)

4

5550

22200

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Class-150 (Non Modular) brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. (CH-6 S.I. No. 2 SOR-2022-23)

34

5600

190400

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12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (CH-13 S.I. No. 13.4.1. SOR-2022-23) 1 cement : 4 Coarse sand

245

190

46550

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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) (CH-15 S.I. No. 15 SOR-2022-23)

245

72

17640



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