Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Civil And Construction
Eprocure
Opening Date19 May 2018
Closing Date30 May 2018
Tender Amount₹ 1,10,25,000
Costs
EMD
₹ 2,20,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MDA_205577_2Bid Award Id
ViewTender No
203/MDA/CE/18 Dt 16-05-2018 TBTender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Supply & Laying of stone ballast 40-63mm size including staking all taxes all complete as per direction of E/I/
180
327600
1820
Supply and stacking of 22.4-53mm. Hard stone ballast at site proper complition of the work as per direction of E/I. P.S.
145
267815
1847
Supply and stacking of 5.6mm and below scrinning material for bindng of stone. Including supply of all material, T&P and labour for proper completion of work as per direction of engineer Incharge. P.S.
65
123565
1901
Consolitdation of stone ballast by 8-10 ton road roller including opening out stacks, sorting in to proper sizes. Repairing patches in existing road, spreasing the material, making madhi, carraige of mattel up to 30m, supply and maintenance of barriers, caution post, light at night, carraige of water up to 200m including all labour and T&P etc 15 cm thick. 755(a)/17-18
180
34200
190
Consolitdation of stone ballast by 8-10 ton road roller including opening out stacks, sorting in to proper sizes. Repairing patches in existing road, spreasing the material, making madhi, carraige of mattel up to 30m, supply and maintenance of barriers, caution post, light at night, carraige of water up to 200m including all labour and T&P etc 12 cm thick. 755(b)/2017-18
145
26100
180
Supply & Laying of 80 mm thick precast cement concrete I shaped paver block with a top layer of minimum 8mm thickness having plan dimension 200 x(160+120) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds threw vivro - compression machanism. The compressive strength of concrete paver blocks shall not be less than 30 MPa & 5 kg/no. confirming to IS:15658-2006 with a 4cm thick layer of fine sand including cost of all materials, labour T&P etc. required for proper completion of the work as per direction of E/I.(Red colour hingh quaility pigment/lanxess, bayer chemicals) New Item-5 on page 37 SOR 2017-18
(A) Gray Colour
800
664000
830
(B) Red/Yellow Colour
250
225000
900
P/L of dry brick ballast with sand including all labour, Materials, taxes, cartage and T&P etc. complete of work as per direction of E/I. P.S.SOR No.12/P-32/2017-18
70
77000
1100
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A )/2017-18
68
421600
6200
prepartion of sub grade for laying 40mm gauge dry brick ballast including cutting, filling & dressing of surface and also including making of slopes as per direction of E/I. including all labour T&P etc. required for proper completion of the work.
866.5
3899
4.5
Part- B Drain work
-
-
-
Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 251 ) UPPWD SOR-/2017-18
100
9000
90
Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281)/2017-18
16
83200
5200
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in raft foundation, footings excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 287+diff.//2017-18
13
83850
6450
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in coloumns & walls excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 289/2017-18
45
360000
8000
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2017-18
0.7
5355
7650
M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. (S.I.No. 504)//2017-18
37
207200
5600
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450 x 50mm, reinforced with 8mm dia four nos longitudinal & 9 nos cross sectional TMT hoop bars, including providing 50mm dia perforations @ 100 to 125 mm c/c including providing edge binding with M.S. flats of size 50mm x 1.6mm complete, all as per direction of Engineer-in-charge. DSR 2016/23.9
260
249431
959.35
Concrete with 2 cm. gauge stone grit, coarse sand of 2.75 F.M and cement in proportion of4:2:1 including supply of all material, labour, T&P etc. required for proper completion of the work. S.I. No. 279(a)/2017-18
1.5
9300
6200
PART-C- SEWER LINE
-
-
-
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in=charge upto a distance of 30M fromthe foundation trenches.
-
-
-
up to 1.50 m depth PWD-251
580
74820
129
1.50 m to 3.00 m depth PWD-254a
20
3140
157
Open timbering in trenches including strutting and shoring complete. (Measurement to be taken of the face area timbered)
-
-
-
Depth 1.5 to 3.00 meter DSR 2.20.2
152
9120
60
Concrete with 4 cm. gauge stone ballast, coarse sand of 2.75 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.(S.I NO. 281/2017-18)
41
213200
5200
Cement concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 1:2:4 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR 279/2017-18
97
591700
6100
Providing and laying 300mm dia Non pressure NP 3 class RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : coarse sand ) including testing of joints etc. complete. (0.00-1.50m)
408
461040
1130
Construction of brick masonary house connection chamber of size 60 x60 x90 cms.(Internal). with M150 brick work in 1 : 4 cement and coarse sand mortar and plaster with 1 : 3 cement and fine sand including 8 cms. thick cement concrete 1 : 5 :10 including 2.5 cms. thick plain cement concrete and precast R.C.C. cover in 1:2:4 8 cm. thick including supply of all material labour and T & P etc. required for proper completion of the work. A/R
28
167160
5970
Construction of brick masonary chamber of size 120x90x120 cms.(Internal). with M150 brick work in 1 : 4 cement and coarse sand mortar and plaster with 1 : 4 cement and coarse sand including 10 cms. thick cement concrete 1 : 5 :10 including 2.5 cms. thick plain cement concrete floor & cunit, 15 cm. thick precast R.C.C. cover in 1:2:4 including supply of all material labour and T & P etc. required for proper completion of the work. (A/R)
40
657600
16440
Regulation of Shafts i/c Supply of all materials, labour and T & P etc. required for proper completion of the work.
-
-
-
(A) 60 x 60cm internal size shaft
5
23850
4770
(B) 120 x 90 cm internal size shaft
8
57320
7165
PART-D- SEPTICK TANK & SOAK WELL
-
-
-
Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 251 ) UPPWD SOR-/2017-18
-
-
-
(a) 0-1.50 mt
236.5
21285
90
(b) 1.50-3.00
206
21012
102
( c) 3.00-4.50
41
4674
114
Open timbering in trenches including strutting and shoring complete. (Measurement to be taken of the face area timbered)
-
-
-
Depth 0.00 to 3.00 meter DSR 2.20.2/2016
81
4860
60
Close timbering
-
-
-
(a) 1.5-3.00 mt. depth DSR 2.16.2/2016
68
7823
115.05
(b) 3.00-4.50. depth DSR 2.16.3/2016
15
1947
129.8
Concrete with 4 cm. gauge stone ballast, coarse sand of 2.75 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281/2017-18
12.7
66040
5200
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in raft foundation, footings excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 287+diff./ 2017-18
26
167700
6450
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in columns & walls excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 289/2017-18
59.55
476400
8000
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in plinth beams or lighter beams excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work.S.I. 285+diff./2017-18
5.2
40820
7850
M-150 brick work in 1:6(one part of cement and six part of coarse sand of 2.75.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307A )/2017-18
46.5
216225
4650
Supply & filling of over brun brick bats in soakwell.
35
26950
770
Supply & filling of 40mm gauge over brun brick ballast in soakwell.
35
34650
990
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2017-18
18.2
139230
7650
M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. (S.I.No. 504)/2017-18
98
548800
5600
S/F of precast RCC main hole covers 560mm internal dia With frame etc complete in all respect. DSR 19.19.4/2016
12
19862
1655.2
S/F of PVC coatted foot rest DSR 19.16/2016
25
8197
327.9
PART-E- WATER LINE
-
-
-
Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by Engineer incharge upto a distance of 30 meters from the foundation trenches (S.I. No. 251)/2017-18
420
37800
90
S/F of 110mm dia PVC finolex make pipe joints including cost of pipe coupling sockets sales taxes excise duty insurance and transportation upto desinated place P.V.C. pipe with shocket and tested for 6.00 kg/cmsq I.S.I marked.
-
-
-
A- 160mm dia
210
71610
341
B- 110mm dia
45
10642
236.5
C- 80mm dia
203
30450
150
Providing & fixing 25 mm dia C.P.V.C. Pipe ISI marked complete with C.P.V.C.specials such as bends, tee, socket, cross, clamps etc, Earth work i/c. filling the trenches etc, required for the proper completion of the work. the rate also includes concealed C.P.V.C. fitting where required, cutting &making good the walls etc. including supply of all materials , labours, T&P. etc DSR- 18.9.3/2016
-
-
-
A-25mm dia
1850
354552
191.65
Supply of following P.V.C. fittling I.S.I marked of 10kg/cmSq bearing pressure inlcuding sales tax excise duty etc.
-
-
-
A (i)- TEE 160x160x160mm
2
950
475
(ii)- TEE 160x160x110mm
2
650
325
(iii) TEE 160x160x80mm
2
550
275
(iv) TEE 110x110x80mm
1
115
115
B-(i) Reducer 160x110mm
1
151
151.3
(ii) Reducer 160x80
3
420
140
(iii) Reducer 110x80
1
39
39
C- END CAP(i) - 160MM
1
100
100
(ii) 80mm dia
4
140
35
D- BEND(i)- 160MM
1
110
110
(ii) 110mm dia
1
74
74.45
(iii) 80mm
2
110
55
Supply of following size sluice valve I.S.I marked.
-
-
-
A- 160mm dia
1
3440
3440
B- 110mm dia
2
4700
2350
Supply of 80mm dia fire hydrant I.S.I marked
2
2000
1000
Supply of Air valve as per direction of engineer in charge.
3
3000
1000
Fixing of Air valve with necessary nuts and bolts as per direction of E/I
3
225
75
Fixing of fire hydrent & sluice valve with necessary nuts and bolts as per directin of E/I
5
500
100
Construction of brick masonary house connection chamber of size 900x900x1000 mm.(Internal). with M150 brick work in 1 : 4 (1 cement and 4 coarse sand) for sluice valve, with C.I. surface box 100mm top dia, 160mm bottom dia & a180mm deep (inside) with chainded lid and RCC top slab 1:2:4 mix i/c necessary excavation, foundation concrete 1:5:10 (1cement 5 fine sand 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. DSR 2016/18.34.1
3
35528
11842.75
Construction of brick masonary house connection chamber of size 60x60x75 cm (Internal). with M150 brick work in 1 : 4 (1 cement and 4 coarse sand) fire hydrants, with C.I. surface box 100mm top dia, 160mm bottom dia & a180mm deep (inside) with chainded lid and RCC top slab 1:2:4 mix i/c necessary excavation, foundation concrete 1:5:10 (1cement 5 fine sand 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. DSR 2016/18.36.1
5
32648
6529.7
Supply of solvent for jointing of PVC pipe.
5
750
150
Making water Connection of G.I. pipe line with G.I. mains (25 to 40mm) dia by providing and fixing brass ferruel 25mm dia G.I. Union and G.I. nipple including cutting and threading the pipe inspection testing cutting and makin good the road excluding bond with nagar palika fixing of pipe line upto the point near the building complete work including supply of all materials labour t&p etc. required for proper completion of the work. DSR-18.13.1/2016
208
81983
394.15
PART-F- PARK WORK
-
-
-
Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 251 ) UPPWD SOR-/2017-18
75
6750
90
Concrete with 4 cm. gauge stone ballast, coarse sand of 2.75 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281)/2017-18
7.5
39000
5200
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in raft foundation, footings excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 287+diff./2017-18
38
245100
6450
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in coloumns & walls excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 289/2017-18
6.71
53680
8000
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in plinth beams or lighter beams excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 285+diff/2017-18
12
94200
7850
M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. (S.I.No. 504)S.I. 289/2017-18
55.65
311640
5600
Mild steel or iron work in heavy sizes as window and door frame including cost of hinges and including supply of all material, labour, T&P required for proper completion of work.(SI.No. 502 (c)/UPPWD SOR-2017-18
10.3
60770
5900
6 mm. thick plaster with 1 : 3 (one part cement & three parts of coarse sand of 2.75 F.M. ) over RCC surface minimum thickness not to be less than 5mm & Including supply of all material , labour , T & P etc. required for proper completion of the work.DSR 13.16.1/2016
195
28041
143.8
Painting two coat on Plaster surface and steel with superior synthetic enamel paint of standard make brussing to give even shade and finished and including cleaning the surface all dust and other foreing matter sand preparing and stripping including cost of material and scoured with wire burshes fine steel/wood scrubed sand preparing and including coat of all and supply of all materials, labour and T&P etc. Required for proper completion of the work (1a+2+4(3) New item chapter 15 Page 41-42/2017-18
30
1950
65
Finishing walls with superior quality apex paint of approved make and quality on new work with two coats of give even shade i/c priming coat, preparing surface with appling putty the througly cleaning and sand preparing and supply of all materials, labour and T&P etc. requried for proper completion of the work .(SI.No. 660+661/UPPWD SOR-2017-18
195
12870
66
PART-G- Boundry Wall Repairing & Construction
-
-
-
Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 281 ) UPPWD SOR-/2017-18
9
810
90
Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281)/2017-18
1.2
6240
5200
M-150 brick work in 1:4(one part of cement and four part of coarse sand of 2.75.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307A)/2017-18
5.35
24877
4650
M-150 brick work in 1:4(one part of cement and Four part of coarse sand of 2.75.M ) cement mortar in Super sturucture and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No. 307A+309+310)/2017-18
70.5
360960
5120
12 mm. 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.583)/2017-18
800
136000
170
Finishing walls with superior quality water proof cement paint/snowcem of approved make and quality of new work with two coats of give even shade i/c preparing surface by the througly cleaning and sand preparing and supply of all materials] labour and T&P etc. requried for proper completion of the work. (S.I.No. 660+661/UPPWD SOR-/2017-18)
800
52800
66
Finishing walls with one coat of water proof cement paint/snowcem of approved make and quality on previouly old treated surface with this paint to give and even shade including supply of all materials labour and T&P etc. requried for proper completion of the work. (S.I.No.662/UPPWD SOR-/2017-18)
450
11700
26
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