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₹ 96,70,000
Costs
EMD
₹ 1,93,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MDA_205577_1Bid 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
GEM & Bid Advisory Services
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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/
275
500500
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.
222
410034
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.
22.2
42202
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)16-17
275
52250
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(a)16-17
222
39960
180
Mechnical compaction of earth to achieve 95% proctor density including arrangement of water settlement including labour and t&P etc all complete as per directed by the Engineer Incharge.
620
12400
20
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
185
203500
1100
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 2016-17
(A) Gray Colour
1880
1560400
830
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 ) SOR 2017-18
25
155000
6200
Carted earth form distance 8 km In embankment or in filling in every type of soil including transportation charges of earth, by any means such as tractor, trolly, buggi of dunkey labour including all taxes, cp and T&P etc. and all also including royality of earth A.R.
1100
315700
287
Part- B Drain & Boundary 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-2016-17
170
15300
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) SOR 17-18
35
182000
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
45
290250
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
105
840000
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
3
22950
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
181
1013600
5600
Pre-cast RCC drain cover of size 100x450x50mm (thickness) with 4 holes, maufacturer by using M-30 grade of concrete and reinforced with 8mm dia Tor steel @100 c/c both ways & manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five face & top face will have broom finish. DSR 2016/23.90
700
671545
959.35
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 )
190
883500
4650
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 & a floting coat of neet cement Including supply of all material , labour , T & P etc. required for proper completion of the work. ( S.I.No.584) SOR 2018-18
600
96000
160
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 ) SOR 2017-18
35
217000
6200
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
37
172050
4650
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
565
72885
129
1.50 m to 3.00 m depth PWD-254a
150
23550
157
Depth 1.5 to 3.00 meter DSR 2.20.2/2016
-
-
-
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
18
93600
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/ SOR 2017-18
32
195200
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) DSR 2014/19.6.4
260
293800
1130
Construction of RCC circular manhole 900mm internal dia at bottom and 0.56 dia at top in 1:1.5:3 (1 cement 1.5 coarse sand 3 stone aggregate 20mm nominal size) inside cement plaster 6mm thick 1:3 (1cement 3 fine sand) with foundaton concrete 1:2:4 (1cement 2 coarse sand 4 stone aggregate 20mm nominal size) over 1:5:10 base concrete (1cement 5coarse sand 10 stone aggregate 40mm nominal size) and making necessary shannel in cement concrete 1:2:4 (1cement 2 coarse snad 4 stone aggregate 20mm nominal size) finished with float coat of neat cement all complete as per standard design. (PSR)
16
288000
18000
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 ) /SOR 2017-18
90
418500
4650
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
14
107100
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
17
95200
5600
200 mm thick rough cast extenal cement plaster on wall consisting 10 mm thick backing of 1:3 cement mortar (1 Cement 3 corse sand) and 10 mm thick finish coasts of 1:3 cement mortar ( 1 Cement 3 corse agreegate size of 6 mm to 12mm) including areas chamforing and or round agles not exceeding 80 mm.
140
28000
200
Add or diduct for regulatory shaft. of mainhole.
5
34200
6840
PART-D- 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)/SOR 2017-18
210
18900
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- 110mm dia
400
94600
236.5
Supply of following P.V.C. fittling I.S.I marked of 10kg/cmSq bearing pressure inlcuding sales tax excise duty etc.
-
-
-
A - TEE 160x160x110mm
2
650
325
(i) TEE 110x110x110mm
5
634
126.8
(ii) TEE 110x110x80mm
2
230
115
C- END CAP- 110MM
2
78
39
D- BEND- 110MM
5
372
74.45
Supply of following size sluice valve I.S.I marked.
-
-
-
A- 110mm dia
2
4700
2350
Supply of Air valve as per direction of engineer in charge.
2
2000
1000
Supply of 80mm dia fire hydrant I.S.I marked
2
2000
1000
Fixing of Air valve with necessary nuts and bolts as per direction of E/I
2
150
75
Fixing of fire hydrent & sluice valve with necessary nuts and bolts as per directin of E/I
2
200
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 2014/18.34.1
2
23685
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 2014/18.36.1
3
19589
6529.7
Supply of solvent for jointing of PVC pipe.
11
1650
150
Providing and fixing 25mm dia (Astrol make) I.S.I marked CPVC pipe complete with CPVC specials such as bends, Tee, socket cross clamps etc including filling the treches etc required for proper completion of the work.
400
76660
191.65
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.
118
46509
394.15
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