Bareilly Development Authority Tender

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Bareilly Development Authority - BDA Tender

Works
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date21 May 2025
Closing Date17 Jun 2025
Tender Amount₹ 14,80,92,762 
Notes
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Class Of Bidder
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Class of contractor: Civil
Technical Capacity
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The bidder is required to have prior work experience, which includes submitting a list of works satisfactorily completed during the last seven consecutive financial years in various sectors. The experience is accepted along with certificates. Specifically, the bidder should have completed works of similar nature with the following cost specifications: - at least one work costing not less than 80% of the bid value, - or two works of similar nature each costing not less than 50% of the bid value, - or three works of similar nature each costing not less than 40% of the bid value.

Costs

Summary

Greater Bareilly Awasiya Yojna Ke Sec-5 Me Antrik Vikas Karya Ke Antargat Sewer Line, Water Line Rcc Drain Electrical Trench Park

Description

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BOQ Items

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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)

1548.45

4050

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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)

10323

27

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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)

516.15

10580

-

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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)

10323

11

-

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Providing and laying bitumenous concrete (BC) 25 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)

258.08

11380

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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 2023 Item No. 16.62

839.7

565

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Provding and fixing Glow studs(Cats Eye) af size 100x 20m made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloetrite ) or HIP (High impact polystyrene ) of ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 Kg tested in accrodance with ASTM D4280. The slope of retro- reflective surface shall be 35(+/-5) degress to base. The reflective panels of both sides with at least 12 cm of reflective area up each side. The luminationce intensity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS :873 part 4 :1973. Teh studs shall be fixed to the Road surface using the adhesive conforming to IS as per procedure recommended by the manufacturer complet and as per direction of engineer - in - charge D.S.R. 2023 Item No. 16.50

50

156

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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)

214.38

3780

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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

252.02

5350

-

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PARK 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. including royality. P.W.D. SOR 2023 Item No. 251

472.5

195

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Concrete with 4cm guage stone ballast,course sand of 2.75 fineness modulous 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 proper completion of the work P.W.D. SOR 2023 Item No. 281

54.88

6980

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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. P.W.D. SOR 2023 Item No. 279(i)

3.41

7645

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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 DSR 2023 Item No. 5.33.1.1

287.07

7187

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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

287.07

8870

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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. P.W.D. SOR 2023 Item No. 303

141.38

5350

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First class brick work in super structure for 9" thick wall 1:4 (one part of cement and four part of coarse sand) cement mortar incluidng supply of all material. Labour T&P etc required for proper completion of work. P.W.D. SOR 2023 Item No. 303+309+310

66.98

-

-

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P/L 25 mm thick cement concrete DPC 1:1.5:3 including waterproffing material as ordered by Engineer In Charge for ratio as spepify the manufacturer. P.W.D. SOR 2023 Item No. S.I. 361(a)

223.25

385

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Painting bitumen on DPC 1.7 Kg/Sqm 85/50 or 85/25 all complete . P.W.D. SOR 2023 New Item No.1 Ch-7

223.25

175

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12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work. P.W.D. SOR 2023 Item No. 584+diff

582.4

2050

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Finishing with EPOXY paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface with putty etc. complete on concrete work. DSR 2023 Item No. 13.52.2

582.4

177

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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

1683.38

195

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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

163.77

6980

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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 DSR 2023 Item No. 5.9.1

4002

296

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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 DSR 2023 Item No. 5.33.1.1

272.76

7187

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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, Portland Pozzolana / Ordinary Portland /Portland Slag cement, 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (level 1 to lvl-5) Drain Culvert D.S.R. 2023 Item No. 5.33.2.1

71.1

7456

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Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roof , landings, balconies, acessess platform D.S.R. 2023 Item No. 5.9.3

355.5

701

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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 Basic Rate of Material 7i

136.38

600

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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

269.93

8870

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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

3587.76

195

-

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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.

1607.85

-

-

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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.

651.18

-

-

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Providing and fixing of open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) depth 1.5mt to 3.00 mt all complete as directed by E/I D.S.R. 2023 Item No. 2.20.2

1786.5

61

-

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :mm Internal Diameter R.C.C. pipe (a) 250 mm dia. DSR 2023 Item No. 19.6.3

1548

680

-

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(b) 300 mm dia. D.S.R. 2023 Item No. 19.6.4

834

751

-

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Providing and fixing in position the precast cement concrete in 1:2:4, 250mm saddle piller with 20mm guage stone grit coarse sand and cement as per drawing for different dia of pipe including rendring the surface smooth and cost of frame work including all labour T&P etc. required for proper completion of the work as directed by the E/I (Approved rate) 250MM dia Saddle piller P.S.

516

346

-

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300MM dia Saddle piller P.S.

278

450

-

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Construction of RCC rectangular man hole of size 900x1200x1500mm internal size with M25 grade ready mix cement concrete, foundation concrete of 1:4:8 (1 cement : 4 coarse sand: 8 stone aggregate of 40mm size) and making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size) finished with floating coat of neat cement, HD 20 circular man hole cover of size 600mm dia, foot rest of 20x20mm size rectangular cast iron and orange colour PVC coated. including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

30

34782

-

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Addition/subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

15

14629

-

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Construction of RCC rectaongular man hole/chamber of size 900x600x1500mm internal size with M25 grade ready mix cement concrete, foundation concrete of 1:4:8 (1 cement : 4 coarse sand: 8 stone aggregate of 40mm size) and making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size) finished with floating coat of neat cement, HD 20 circular man hole cover of size 600mm dia, foot rest of 20x20mm size rectangular cast iron and orange colour PVC coated. including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

60

23393

-

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Addition/subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x1200x1000mm internal size with M25 grade ready mix cement concrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

30

12745

-

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Construction of brick masonery chamber rectaongular type of size 60x60x75cm internal size with M150 grade brick masonery in cement mortar 1:4 (1 cement : 4 coarse sand) and 12mm thick cement plaster in 1:4 (1 cement : 4 Coarse sand) with a floating coat of neat cement, 8 cm thick cement concrete of 1:4:8 (1cement:4 Coarse sand : 8 brick ballast) making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size) finished with floating coat of neat cement, HD 10 rectangular cover of size 45x45cm with frame, including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate

325

5580

-

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Providing & laying cement concrete 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) PWD SOR 2023 Item no. 281

214.38

6980

-

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C.C. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) PWD SOR 2023 Item No. 279

476.4

7645

-

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe D.S.R. Item No. 19.6.2

1625

372

-

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Water Supply Supply of following dia class-C P.V.C. pipe of 6 Kg/Cm2 working presuure (make supreme, Trupari, Prince and astral) confirming to IS:4985 with suitable coupline/socket and cement solutions etc.including loading unloading cartage to site and excluding GST complete in all respect. 110mm dia PVC pipe 6Kg/Cm2 Analsis Rate/P.S.

1548

348

-

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140mm dia PVC pipe 6Kg/Cm2 Analsis Rate/P.S.

834

540

-

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Supply and stacking of approved quality heavy duty PVC moulded specials (supreme and astral make) required for laying and jointing of PVC pipe at site of work. PVC tee 110x110x110mm (heavy duty) Analsis Rate/P.S.

87

205

-

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PVC Bend/elbow 110mm dia (heavy duty) Analsis Rate/P.S.

103

142

-

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PVC tee 140x140x140mm (heavy duty) Analsis Rate/P.S.

52

657

-

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PVC Bend/elbow 140 X 140mm dia (heavy duty) Analsis Rate/P.S.

56

471

-

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End cap 110mm dia Analsis Rate/P.S.

30

216

-

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Reducer 140 x 110 mm dia (heavy duty) Analsis Rate/P.S.

45

155

-

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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 2023 Item No. 2.10.1.2

1548

266

-

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Carting & laying and jointing of following dia PVC pipe and specials with specified cement except jointing of fire hydrent and sluice valve all coplete including supply of all materials labour T&P etc. required for proper completion of work excluding supply of pipe and special but including supply of specified jointing cement as directed by E/I 110mm dia Analsis Rate/P.S.

1548

28

-

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140mm dia Analsis Rate/P.S.

834

33

-

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Supply and fixing of C.I. under ground as per IS 989/84 ISI mark fire hydrent post type complete with bolts and nuts rubber including one sluice valve with road surface box duckfoot bend, flange, fisher and tee, reducer and standard post colomn fitted in the 63mm coupling as per direction of E/I Analsis Rate/P.S.

60

13990

-

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Construction of massonery chamber 120x120x100cm in inside with M-150 class designation brick work in cement mortar 1:4 (1 cement and 4 coarse sand) for sluice valve with C.I. surface box 100 mm top dia meter 160mm bottom dia meter and 180mm deep in side with chained lid and RCC top slab 1:2:4 cement and coarse sand and stone grit, necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size) and in side plastering with cement mortar 1:3 ( 1 cement: 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with common brunt clay FPS (non modular) brick of class design 7.5 DSR 2023 Item No. 18.34.1

60

14290

-

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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 100 mm dia DSR 2023 Item No. 18.31.1.1

45

3623

-

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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 2023 Item No. 18.59.1

4

4347

-

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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 Item No. 279 (i)

15

7645

-

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Plot connection Providing connection on main water line with G.I. clamps nuts socket also including 2mt long 15mm dia CPVC pipe with end cap rate as per DSR 2023 Item No. 18.13.1

325

689

-

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Supply, stacking, carting, laying, jointing CI D joints with specials as flange etc as per completion of the work 110mm dia Analsis Rate/P.S.

60

328

-

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Constructing masonry chamber 60x60x75cm inside , in brick work in cement mortar 1:4 (1cement:4 coarse sand) for sluice vavle, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), I/C necessary excavation, foundation concrete 1:5:10 (1 cement:5 fine ksand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick, finised with a floating coat of neat cement complete as per standard design. Analysis Rate/P.S.

162.5

5582

-

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Providing and fixing of gun metal gate valve 20mm dia with C.I. wheel of approved quality (screwed end) DSR 2023 Item No. 18.17.1a

150

408

-

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Electrical Trench Earth work in Excavation 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

4930.74

1959

-

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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

547.86

6980

-

... 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 cement, 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 DSR 2023 Item No. 5.33.1.1

2072.34

7187

-

... 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 2023 Item No. 5.9.2

19056

637

-

... More
Add for using extra cement in the items of design mix over and above the specified cement content therein. PWD SOR Basic Rate of Material 7i

1036.17

600

-

... 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. P.W.D. SOR 2023 Item No. 504

1626.79

8870

-



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