Bareilly Development Authority Tender
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Bareilly Development Authority - BDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Mar 2024
Closing Date10 Jun 2024
Tender Amount₹ 10,45,02,436
Costs
EMD
₹ 20,90,500Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BDAUP_917051_1Bid Award Id
ViewTender No
T-09/2024/03Tender Authority
Bareilly Development Authority ViewPurchaser Address
-Website
http://http://www.bdainfo.org/
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Documents
BOQ Items
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)
3602.5
13804780
3832
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)
14410
464002
32.2
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)
1080.75
11663454
10792
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)
14410
187330
13
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
576.4
6966370
12086
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
589.5
313048
531.04
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
235.8
45981
195
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
52.4
365752
6980
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)
252.18
1716846
6808.02
Add for using extra cement in the items of design mix over and above the specified cement content therein.
PWD SOR
126.09
75654
600
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)
2096
1194678
569.98
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
197.96
1755905
8870
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)
157.2
556645
3541
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
277.2
1483020
5350
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
2213.9
431710
195
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
170.3
1188694
6980
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)
5240
1373666
262.15
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)
589.5
4013327
6808.02
Add for using extra cement in the items of design mix over and above the specified cement content therein.
PWD SOR (2023)
294.75
176850
600
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
312120
8670
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
491.02
4355347
8870
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
1768.5
344857
195
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
1768.5
397912
225
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
1768.5
450967
255
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
1965
560025
285
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)
1965
114657
58.35
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)
1965
127803
65.04
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)
1965
149457
76.06
Providing and laying RCC HUME PIPE
(a) 600 mm dia
PWD Non Schdule Item No 5iii+5(a)iii
1310
3595950
2745
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)
6
464508
77418
Extra depth for RCC circular type manhole 1500mm internal dia at bottom beyond 4m depth (Analysis Rate)
3
58179
19393
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)
35
3311525
94615
Extra depth for RCC circular type manhole 1800mm internal dia at bottom beyond 4m depth (Analysis Rate)
17.5
402815
23018
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)
1310
465416
355.28
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)
1310
726604
554.66
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)
120
259886
2165.72
300 mm dia Ductile Iron Class K-7 pipes
D.S.R (2021) ITEM NO. 18.72.5 (3177.65x1.09x0.781=2705.10)
1190
3219069
2705.1
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)
198
47221
238.49
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)
20
6088
304.42
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)
60
855469
14257.83
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)
40
788726
19718.17
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))
14.85
113528
7645
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)
66
1370290
20761.98
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
2623.93
511667
195
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
183.4
1280132
6980
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)
746.7
5083548
6808.02
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)
5240
2986695
569.98
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)
373.35
218809
586.07
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
586.16
5199239
8870
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