Bareilly Development Authority Tender
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Bareilly Development Authority - BDA Tender
Drainage Work
Electrical Works
Eprocure
Opening Date20 May 2025
Closing Date17 Jun 2025
Tender Amount₹ 17,54,08,099
Technical
Technical
Additional Eligibility
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 providing a list of works satisfactorily completed during the last seven consecutive financial years in various sectors. The experience is accepted along with certificates, and an attested copy of similar nature of work is required. The specific requirements for the value and percentage of similar works completed are as follows: - The bidder should have completed works 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
EMD
₹ 35,09,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Summary
Greater Bareilly Awasiya Yojna Ke Sec-3, 4, 5 Avam 6 Ke Madhye 24.00 Meter Chaudi Road
Description
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Contact
Tender Id
2025_BDAUP_1041038_1Tender No
T-16/2025/09Tender Authority
Bareilly Development Authority ViewPurchaser Address
-Website
http://http://www.bdainfo.org/
GEM & Bid Advisory Services
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Documents
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)
4860
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)
19440
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)
1458
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)
19440
11
-
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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
777.6
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
1166.4
565
-
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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
466.56
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) S.I. 281
103.68
6980
-
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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)
498.96
7187
-
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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
249.48
600
-
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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
4147.2
637
-
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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
391.68
8870
-
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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)
155.52
3541
-
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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
449.48
5350
-
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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
4380.48
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
336.96
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
D.S.R. (2023) Item No. 5.9.1
10368
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.
5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement
content of 330 kg /cum
D.S.R. (2023) Item No. 5.33.1.1
1166.4
7187
-
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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)
583.2
600
-
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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 CulvertD.S.R. Item No. 5.33.2.1
39
7456
-
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Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roof , landings, balconies, acessess platformdsr 5.9.3
195
701
-
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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
946.24
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
1749.6
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.
1749.6
225
-
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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.
1749.6
255
-
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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. 2023 Item No. 2.20.1
3888
54
-
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Depth exceeding 1.5 m but not exceeding 3.0m.
D.S.R. 2023 Item No. 2.20.2
3888
61
-
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Depth exceeding 3.0 m but not exceeding 4.5 m.
D.S.R. 2023 Item No. 2.20.3
3888
73
-
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Providing and laying RCC HUME PIPE
(a) 600 mm dia
PWD Non Schdule Item No 5iii+5(a)iii
1296
2745
-
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Providing and laying RCC HUME PIPE
(a) 900 mm dia
PWD Non Schdule Item No 5ii+5(a)ii
10
5110
-
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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)
40
77418
-
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Extra depth for RCC circular type manhole 1500mm internal dia at bottom beyond 4m depth (Analysis Rate)
20
19393
-
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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)
30
94615
-
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Extra depth for RCC circular type manhole 1800mm internal dia at bottom beyond 4m depth (Analysis Rate)
15
23018
-
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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 Item no. 281
116.64
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 Item No. 279
259.2
7645
-
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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 (2023) 2.10.1.2
1470
266
-
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Pipes, cables etc. exceeding 300 mm dia but
not exceeding 600 mm
D.S.R. (2023) 2.10.1.3
2940
415
-
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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. (2023) ITEM NO. 18.72.4
40
2178
-
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300 mm dia Ductile Iron Class K-7 pipes
D.S.R (2023) ITEM NO. 18.72.5
2900
2660
-
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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. (2023) ITEM No. 18.70.4
45
257
-
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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. (2023) ITEM No. 18.70.5
60
329
-
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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. (2023) 18.31.5.1 250 mm diameter
60
14796
-
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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)18.31.6.1 300 mm diameter
4
20462
-
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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))
10.13
7645
-
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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. (2023) 18.35
40
19785
-
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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
5184
195
-
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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
362.88
6980
-
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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. (2023) Item No. 5.33.1.1
1477.44
7187
-
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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 2023 S.I. 5.9.2)
10368
637
-
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Add for using extra cement in the items of design mix over and above the specified cement content therein.
D.S.R. 2023 Item No. 5.35
738.72
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.
PWD SOR (2023) ITEM NO. 504
1159.79
8870
-
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