Bareilly Development Authority Tender

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Bareilly Development Authority - BDA Tender

Works
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date13 Dec 2024
Closing Date13 Jan 2025
Tender Amount₹ 11,07,90,134 
Notes
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Costs

Summary

Greater Bareilly Awasiye Yojna Ke Antargat Sec-3 Va 6 Tatha 4 Va 5 Ke Madhye 30m Chaudi Road

Description

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Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. (Analysis Rate)

2038.5

3832

7811532

... More
Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over prepare surface of granuler base(primer coat) including cleaning of road sruface sand spreading tack coat @ 0.50 Kg/ sqm using machanical means as per morth (Morth 502) (Analyis Rate)

13590

32

437598

... More
First layer of DBM 50mm thick Providing and laying dense graded bitumenous concrete(DBM) with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder @ 4.0 % to 4.50% by weight of total mix and filler transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7 to achieve the desire compaction all complete as per morth specification morth-504 (analysis rate)

1019.25

10792

10999746

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Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate)

13590

13

176670

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Providing and laying bitumenous concrete (BC) 40 mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder 60/70 grade @ 5.0 % of mix & filler transpored the hot mix to site laying with a hydrostatic paver finisher with sensor control to the required grade level and alingment and rolling with smooth wheeled vibratory and tendom rollers as per MORTH specification clause no. 509 complete in all respcet. Analysis Rate

543.6

12086

6569949.6

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Providing and applying 2.5mm thick road marking strips (retro reflective of specified shade/colour using hot themoplastic material by fully/semi automatic 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. DSR (2021) -16.62 623.80x0.781x1.09=531.04

815.4

531

433010.02

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RCC DIVIDER Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. excluding royality P.W.D. SOR (2023) Item No. 251

326.16

195

63601.2

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Concrete with 4 cm guage stone ballast, coarse sand 1.25FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work P.W.D. SOR (2023) S.I. 281

72.48

6980

505910.4

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources,Ordinary Portland / admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum D.S.R. (2021) Item No. 5.33.1.1 (7997.30x1.09x0.781=6808.02)

348.81

6808

2374705.46

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Add for using extra cement in the items of design mix over and above the specified cement content therein. PWD SOR

174.41

600

104646

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Centering & shuttering including strutting propping etc. and removal of form work for walls (any thickness) including attached plateris, butteresses plinth and string couse etc. DSR 2021 S.I. 5.9.2 (669.55x1.09x0.781=569.98)

2899.2

569

1652486.02

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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. PWD SOR (2023) Item No. 504

273.82

8870

2428783.4

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Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per clause 401. for Brick Eddgeing (Analysis Rate)

108.72

3541

384977.52

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First class brick work in 1:4 (one part of cement and four part of coarse sand) cement mortar in foundation and plinth incluidng supply of all material. Labour T&P etc required for proper completion of work. PWD SOR (2023) ITEM NO. 305

191.71

5350

1025648.5

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Drainage Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. excluding royality P.W.D. SOR (2023) ITEM No. 251

3062.28

195

597144.6

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Concrete with 4 cm guage stone ballast, coarse sand 1.25FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work. P.W.D. SOR (2023) ITEM No. 281

235.56

6980

1644208.8

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Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete D.S.R. (2021) Item No. 5.9.1 (307.95x1.09x0.781=262.15)

7248

262

1900063.2

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, / Ordinary Portland / admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum D.S.R. (2021) Item No. 5.33.1.1 (7997.30x1.09x0.781=6808.02)

815.4

6808

5551259.51

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Add for using extra cement in the items of design mix over and above the specified cement content therein. PWD SOR (2023)

407.7

600

244620

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R.C.C. work with cement approved coarse sand & 2 cms gauge approved crushed stone grit in proportion of 1:1½:3 (M-20 MIX) in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BW GGI binding wire and including necessary centering & shuttering etc. required for proper completion of work. P.W.D. (2023) SOR ITEM No. 284a

36

8670

312120

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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. P.W.D. SOR (2023) ITEM No. 504

668.35

8870

5928264.5

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Sewarage Work Excavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling, watering and ramming of excavated earth into the trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer incharge upto adistance of 30 m from the foundation trenches (excluding royalty) P.W.D. SOR (2023) ITEM No. 251

1223.1

195

238504.5

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Add to items (251 to 253 for every additional 30m. lead or part of 3.0m. Or for every additional 1.5m. Lift or part of 1.5m. P.W.D. SOR (2023) ITEM No. 251+254

1223.1

225

275197.5

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Add to items (251 to 253 for every additional 30m. lead or part of 4.5m. Or for every additional 1.5m. Lift or part of 1.5m. P.W.D. SOR (2023) ITEM No. 251+254+254

1223.1

255

311890.5

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Add to items (251 to 253 for every additional 30m. lead or part of 6.0m. Or for every additional 1.5m. Lift or part of 1.5m. P.W.D. SOR (2023) ITEM No. 251+254+254+254

2718

285

774630

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Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): depth not exceeding 1.50m. D.S.R. 2021 Item No. 2.20.1 (68.55x1.09x0.781=58.35)

2718

58

158595.3

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Depth exceeding 1.5 m but not exceeding 3.0m. D.S.R. 2021 Item No. 2.20.2 (76.40x1.09x0.781=65.04)

2718

65

176778.72

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Depth exceeding 3.0 m but not exceeding 4.5 m. D.S.R. 2021 Item No. 2.20.3 (89.35x1.09x0.781=76.06)

2718

76

206731.08

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Providing and laying RCC HUME PIPE (a) 600 mm dia PWD Non Schdule Item No 5iii+5(a)iii

906.38

2745

2488013.1

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Construction of RCC circular type manhole 1500mm internal dia at bottom and 560mm dia at top with M-25 ready mix cement concrete. Foundation concrete 1:2:4 (1 cement:2 course sand:4 stoneaggregrate 20 mm nominal size) over 1 :4:8 base concrete(1 cement : course sand:8 stone aggregrate 40mm nominal size) and making neccessary channel with cement concrete 1:2:4 (1 cement:2 course sand:4 stone aggregrate 20 mm nominal size) finished with float coat of neat cement and complete as per standar design(depth 4m) (Analysis Rate)

12

77418

929016

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Extra depth for RCC circular type manhole 1500mm internal dia at bottom beyond 4m depth (Analysis Rate)

6

19393

116358

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Construction of RCC circular type manhole 1800mm internal dia at bottom and 560mm dia at top with M-25 ready mix cement concrete. Foundation concrete 1:2:4 (1 cement:2 course sand:4 stoneaggregrate 20 mm nominal size) over 1 :4:8 base concrete(1 cement : course sand:8 stone aggregrate 40mm nominal size) and making neccessary channel with cement concrete 1:2:4 (1 cement:2 course sand:4 stone aggregrate 20 mm nominal size) finished with float coat of neat cement and complete as per standar design(depth 4m) (Analysis Rate)

45

94615

4257675

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Extra depth for RCC circular type manhole 1800mm internal dia at bottom beyond 4m depth (Analysis Rate)

22.5

23018

517905

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Water Supply Excavatiing trenches of required width for pipes, cables, etc.including excavation for sockets, depth upto 1.5mt including getting out the excavated materilas returning the soil as pequired in layers not exceeding 20cm in depth, including consolidating each deposited layers by ramming, watering etc. and dispositing of surplus exacavated soil as directed within a lead of 50m pipes cables etc. exceeding 80mm dia but not excaeding 300mm dia. DSR (2021) 2.10.1.2 (417.35x1.09x0.781=355.28)

1812

355

643767.36

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Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm D.S.R. (2021) 2.10.1.3 (651.55x1.09x0.781=554.66)

1812

554

1005043.92

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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 250 mm dia Ductile Iron Class K-7 pipes D.S.R. (2021) ITEM NO. 18.72.4 (2544.05x1.09x0.781=2165.72)

150

2165

324858

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300 mm dia Ductile Iron Class K-7 pipes D.S.R (2021) ITEM NO. 18.72.5 (3177.65x1.09x0.781=2705.10)

1662

2705

4495876.2

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 250 mm dia pipes D.S.R. (2021) ITEM No. 18.70.4 (280.15x1.09x0.781=238.49)

277

238

66061.73

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 300 mm dia pipes D.S.R. (2021) ITEM No. 18.70.5 (357.60x1.09x0.781=304.42)

25

304

7610.5

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Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects DSR 2018/18.31 class-I D.S.R. (2021) 18.31.5 250 mm diameter (16748.50x1.09x0.781=14257.83)

120

14257

1710939.6

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Providing and fixing of C.I. double acting 50mm dia air valve of approved quality with bolts, nuts, rubber inserting etc. all complete DSR (2021)18.31.6 300 mm diameter (23162.70x1.09x0.781=19718.17)

60

19718

1183090.2

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Cement concrete with 2cm gauge approved stone grit coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work PWD SOR (2023) S.I. No-279 (i))

20.25

7645

154811.25

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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :icks of class designation 7.5. D.S.R. (2021) 18.35 (24388.85x1.09x0.781=20761.98)

90

20761

1868578.2

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Electrical Trench Earth work in Excavation (for waterline) in ordinary soil, loam, clay or sand including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. (Excluding royality) P.W.D. SOR (2023) ITEM NO. 251

3624.09

195

706696.92

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Conctete with 4cm (1½") guage approved stone ballast approved coarse sand and cement in proportion of 8:4:1 foundation and under floor, including supply of all material labour and T&P etc required for proper completion of the work. P.W.D. SOR (2023) ITEM NO. 281

253.68

6980

1770686.4

... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, / Ordinary Portland / admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum D.S.R. (2021) Item No. 5.33.1.1 (7997.30x1.09x0.781=6808.02)

1032.84

6808

7031595.38

... More
Centering & shuttering including strutting propping etc. and removal of form work for walls (any thickness) including attached plateris, butteresses plinth and string couse etc. DSR 2021 S.I. 5.9.2) (669.55x1.09x0.781=569.98)

7248

569

4131215.04

... More
Add for using extra cement in the items of design mix over and above the specified cement content therein. D.S.R. 2021 Item No. 5.35 (688.45x1.09x0.781=586.07)

516.42

586

302658.27

... More
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. PWD SOR (2023) ITEM NO. 504

810.78

8870

7191618.6



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