Bareilly Development Authority Tender
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Bareilly Development Authority - BDA Tender
Eprocure
Opening Date11 Mar 2021
Closing Date23 Mar 2021
Tender Amount₹ 2,98,77,527
Costs
EMD
₹ 5,98,000Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BDAUP_567896_1Bid Award Id
ViewTender No
T-02/2021/5427/6Tender Authority
Bareilly Development Authority ViewPurchaser Address
-Website
http://http://www.bdainfo.org/
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Documents
BOQ Items
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Numbering of plots with black japan paint 10cm height of letters
60
-
35
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PART-B (Sewer Line)
-
-
-
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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.
-
-
-
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(a) 0 - 1.50m B.G.L. DSR 2.10.1.2
750
-
322.3
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(b) As per above but extra for 1.50 to 3.00 mt B.G.L.(DSR 2.11)
135
-
112.38
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Providing and laying dry brick ballast with manual copaction (SOR 2(II) Basic rate
6
-
1000
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Providing Carting, Laying and jointing of 150MM dia S&S R.C.C. Hume pipe NP-2 class into trenches in following depth, true to alignment caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing material, testing etc. all complete but excluding excavation and refilling of trenches ground level to invert level of pipes all complete as directed by Engineer-in-charges. (DSR 19.6.2)
190
-
409.38
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Providing Carting, Laying and jointing of 250MM dia S&S R.C.C. Hume pipe NP-2 class into trenches in following depth, true to alignment caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing material, testing etc. all complete but excluding excavation and refilling of trenches ground level to invert level of pipes all complete as directed by Engineer-in-charges. (SOR 19.6.3)
895
-
667.65
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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)
-
-
-
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250MM dia Saddle piller
500
-
346
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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 (DSR 2.20.2)
850
-
65.53
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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) (S.I. 251)
390
-
135
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Consnstruction brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement: 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand:6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design. 0.91 m deep with SFRC cover and fkrame (heavy duty, HD 20 grade dkeksignation) 560 mm internal diameter conforming to I.S.12592, total weight of cover and frame to be not less than 182 kg flxed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregated 20mm nominal size) including centering, shuttering all complete (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately)
with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.9.1.1)
32
-
9768.23
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Extra depth for circular type manhole 0-91m internal dia (at bottom) beyond 0.91m to 1.67m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.10.1)
32
-
5706.54
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Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement foudation concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 40mm nominal size)and making necessary channel in cement concrete 1:2:4 ( 1 cement: 2 coarse sand: graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement . all complete as per standard design.
1.68 m deep with SFRC cover and frame (heavy duty, HD 20 grade dkeksignation) 560 mm internal diameter conforming to I.S.12592, total weight of cover and frame to be not less than 182 kg flxed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregated 20mm nominal size) including centering, shuttering all complete (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately)
Consnstruction brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement: 4 coarse sand) inside cement plaster
44
-
18792.61
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Extra depth for circular type manhole 1.22 mt internal dia (at bottom) beyond 1.68 m to 2.29 m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.12.1)
44
-
7405.66
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Constructing brick masonry connction chamber internal size 50x45x60cm with brick in cement mortar 1:4 (1 cement:4 coarse sand ) including 500x450mm pre cast RCC cover slab 8.0 cm thick as per standard design. With common burnt clay FPS (non modular) bricks of calss designation 7.5 (D.S.R. 19.27)
60
-
4609.82
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PART-C (Water Line)
-
-
-
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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.
-
-
-
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(a) 110mm dia PVC pipe 6Kg/Cm2
780
-
348
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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.
-
-
-
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PVC tee 110x110x110mm (heavy duty)
16
-
205.95
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PVC Bend/elbow 110mm dia (heavy duty)
11
-
142.65
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End cap 110mm dia
5
-
88.6
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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 2.10.1.2)
780
-
322.3
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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
-
-
-
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110mm dia
780
-
28.85
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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
2
-
13990.38
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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 18.34.1)
10
-
14278
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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
-
-
-
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100 mm dia 18.31.1.1
4
-
3520
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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 18.59.1
2
-
4563.72
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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 (S.I. No-279 (i))
2.43
-
7190
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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 18.13.1
60
-
595.97
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Supply, stacking, carting, laying, jointing CI D joints with specials as flange etc as per completion of the work
-
-
-
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110mm dia
133
-
328.92
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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. (DSR 18.33)
44
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8219.82
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Providing and fixing of gun metal gate valve 20mm dia with C.I. wheel of approved quality (screwed end) (DSR 18.17.1a)
60
-
407.25
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PART D -(Drainage system)
-
-
-
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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 2.10.1.2)
750
-
322.3
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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) (S.I. 251)
170
-
135
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Concrete with 4 cm guage brick ballast, fine sand 1.25FM and cement in proportion of 12:6:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work (S.I. 273)
9
-
3230
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M-150 brick work with 1:4 cement and coarse sand mortar in foundtion and plinth including supply of all material, labour T&P etc. required for proper completion of work(S.I.No-305 )
80
-
5010
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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 (S.I. No-584(i)
250
-
175
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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 (S.I. No-279(i)
15
-
7190
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Providing Carting, Laying and jointing of 250MM dia S&S R.C.C. Hume pipe NP-2 class into trenches in following depth, true to alignment caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing material, testing etc. all complete but excluding excavation and refilling of trenches ground level to invert level of pipes all complete as directed by Engineer-in-charges.
-
-
-
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0.00 to 1.50mt depth
750
-
667.65
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Supply and fixing of RCC grating
140
-
548.67
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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)
-
-
-
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250MM dia Saddle piller
390
-
346
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PART E (ROAD WORK)
-
-
-
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Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in enbankment to be in 20cm layers including ramming and dessing the surface to required levels and slopes and also including 1.5 lift and 30m lead the earth from cutting to be used in making embankement or to be deposited as spoil banks within 30m distance as directed by the engineer incharge (excuding roylaty) SOR 253)
1105
-
115
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Extra for machnical compection of Earth including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete (S.I. 253a)
3650
-
21
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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. (Analysis Rate)
500
-
3404
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Construction of dry lean cement concrete sub base over a prepared sub grade with course and fine aggregate conforming to IS:383 the size of course aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to the as per specifications, cement content not to be less than 150 kg/cum, optimum mositure content to be determined during trial lenght construction, concrete strenght not to be less than 10MPA at 7 days mixed in a batching plant transported to site for all leads and days mixed in a batching plant, transported to site, for all leads and lifts laid with a mechnical paver compacting with 8 to 10 turn vivratory roller, finishing and curing, complete as per direction of Engineer-In- Charge.(DSR No.16.80)
250
-
3435.27
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Providing and laying 125 micron thick polythene sheet above Dry lean concrete. (SOR basic rate 28)
2500
-
14
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Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/runways, using cement content as per desing mix, using course sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved and specified design criteria, providing doble vars with sleeve/ tie bars forever required, laying at site. Spreading and compacting mechnically by using needle and surface vivrators, level to required sloop/ camber, finishing with required texture, including steel form work with sturdy ms channel sections, curing, making provision contraction, expention, construction, longitudinal joints(10mm wide x 50 mm deep) by groove cutting machine, provinding and filling joints with approved joint filler and sealants complete all as direction of Engineer In Charge (Item fo joint filler sealant, doble bars with sleeve, tie bars to be paid seprately. note- cement content considered in M-30 is @ 340 kg/cum excess/ less cement used as per design mix is payable/ recoverable seprately cement concrete prepared with batch mixing machine DSR Item No. 16.43.1
375
-
7745.45
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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. (S.I. No-504) SOR 2018
150
-
6250
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Supply and Fixing of corrugated conduits of 40mm outer dia mtr. On surface as sleeving including all labour T&P etc required for proper completion of work as per direction and satisfaction of Engineer In Charge(Electrical SOR No.185(V)).
1086
-
35
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MS Steel round plain bar 32mm dia for using expention joint including wastage of bar and fixing with re inforcement and inserting in conduit Pipe as per required length including all labour T&P etc. complete.
110
-
6250
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Extra payable are recoverable OPC cement as per desing mix concrete M-30
188
-
270
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PART F (Electrical Trench
-
-
-
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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) (S.I. 251)
350
-
135
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Concrete 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 S.I. 279)
51
-
7140
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RCC work with cement, approved coarse sand & 2cms guage approved crushed stone grit in proportion of 1:1½:3 in raft foundation & footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of work (S.I. 287+diff of 283 &284A)UPPWD Dt.15.06.20
64
-
7790
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Same as item no.3 but RCC in wall 1:1½:3 cement, coarse sand, 20 mm thick stone grit (rate as per SOR 289 RCC colomn)
140
-
8165
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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. (S.I. No-504)UPPWD 15-06-20
130
-
6250
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Providing and fixing of pre cast RCC trench cover as per required size same as item no. 3 but RCC in slab 1:1½:3 cement and coarse sand all complete. (SOR 284a)
45
-
8140
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PART-G (RCC NALA)
-
-
-
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Particular
-
-
-
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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) (S.I. 251)
342
-
135
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Concrete 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 S.I. 279)
30
-
6520
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RCC work with cement, approved coarse sand & 2cms guage approved crushed stone grit in proportion of 1:1½:3 in raft foundation & footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of work (S.I. 287+diff of 283 &284A)UPPWD Dt.15.06.20
42
-
7785
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Same as item no.3 but RCC in wall 1:1½:3 cement, coarse sand, 20 mm thick stone grit (rate as per SOR 289 RCC colomn)
74
-
8165
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Same as item no.3 but RCC in Slab 1:1½:3 cement, coarse sand, 20 mm thick stone grit (rate as per SOR 284A RCC colomn)
5.1
-
8140
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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. (S.I. No-504)UPPWD 15-06-20
119
-
6250
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PART-H (BOUNDRY AND GATE )
-
-
-
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Particular
-
-
-
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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) (S.I. 251)
400
-
135
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Concrete 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 S.I. 281)
31
-
6520
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RCC work with cement, approved coarse sand & 2cms guage approved crushed stone grit in proportion of 1:1½:3 in raft foundation & footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of work (S.I. 287+diff of 283 &284A)UPPWD Dt.15.06.20 7390+395
45
-
7785
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Same as item no.3 but RCC in Column 1:1½:3 cement, coarse sand, 20 mm thick stone grit (rate as per SOR 289 RCC colomn)
16
-
8165
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Same as item no.3 but RCC in Beam 1:1½:3 cement, coarse sand, 20 mm thick stone grit (rate as per SOR 285) lighter beam 8150+395
47
-
8545
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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. (S.I. No-504)UPPWD 15-06-20
88
-
6250
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First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of work (S.I.No-305)
385
-
5010
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Same as item no.7 but for half brick wall in super structure item no-305 + 309 + 310a
84
-
5825
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Finishing walls with acrylic smooth exterior paint of required shade new work (two or more coat can applied @ 1.67 ltr/10 sqm over and including base coat proofing cement paint applied @2.20 kg/10sqm)
1724
-
92
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Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.26
1724
-
101.9
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12 mm cement plaster 1:4 (Cement & Coarse sand) in single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. no extra for mixing any additive. (PWD SI.No-584+diff.)
1724
-
175
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M.S heavy work for board including supply of all material labour T&P UPPWD SOR 15.6.20
5.5
-
6700
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Painting on steel with one priming coat and two caots of approved paint all complete. S.I no(1b+2+3iii) UPPWD SOR 13.6.20
21.6
-
78
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% ABOVE/BELOW
-
-
-
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JE
-
-
-
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