Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date1 Jun 2018
Closing Date6 Jun 2018
Tender Amount₹ 1,20,49,422
Costs
EMD
₹ 1,24,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Beautification and one year maintenance of B block park in Sec. 16.
Description
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Contact
Tender Id
2018_MDA_210871_8Bid Award Id
ViewTender No
94(IV)/MDA/Udhyaan/18 Dt 21-05-2018 SBTender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
(i) up to 1.50 m depth
525
67725
129
(ii) 1.50 m to 3.00 m depth
125
19625
157
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
86
447200
5200
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
15
93000
6200
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
29.52
190404
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
156
1248000
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
8
61200
7650
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
101
469650
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
188
962560
5120
P/L of Granular sub base (G.S.B.) including all labour, Materials, taxes, cartage and T&P etc. complete of work as per direction of E/I.P.S.
458
1372626
2997
Providing & laying, spreading and compecting gradid stone agreegate to wet mix macadam specification including primix the material with water at OMC in machenical mix plant agreegate of mix material by tepper to site laying in uniform layer with power on well prepaired surface and complete with vibrater roller complete as per MORTH specification.
458
1378580
3010
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 51 SOR 2017-18
(A) Gray Colour
3050
2531500
830
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.584)\2017-18
1550
248000
160
Finishing walls with superior quality water proof cement paint/snowcem of approved make and quality of new work with three 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)
1775
117150
66
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
266
1489600
5600
Disposal of earth upto a distance of 1/2km I/C loading and unloading all comp.S.I.No.2A/2017-18
1000
35000
35
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) PSR
280
316400
1130
Providing and laying 150mm 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 16/19.6.2
156
55645
356.7
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.
16
288000
18000
Construction of RCC circular manhole 1500mm 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. Depth 3.00mtr.
2
110036
55018
Supply of all materials, labour and T & P etc. for Regulation of Manholes Shafts
-
-
-
(i) Dia of MH 0.90M, Depth 1.50M AR
4
27360
6840
(ii) Dia of MH 1.50M, Depth 1.50M AR
1
6840
6840
S/F of 110mm dia PVC ISI make pipe 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
300
70950
236.5
B- 80mm dia
120
18000
150
Supply of following P.V.C. fittling I.S.I marked of 10kg/cmSq bearing pressure inlcuding sales tax excise duty etc.
-
-
-
(i) TEE 110x110x110mm
2
253
126.8
(ii) TEE 110x110x80mm
10
1150
115
(iii) TEE 80x80x80mm (Quation attached)
10
1000
100
(iv) END CAP-(a) 110MM
2
78
39
(b) 80mm dia
10
350
35
(v)- BEND- 110MM
2
148
74.45
Supply & fixing of following size sluice valve I.S.I marked.
-
-
-
A- 110mm dia
1
2450
2450
S/F of Air valve as per direction of engineer in charge.
1
1075
1075
Supply & fixing of 80mm dia fire hydrant I.S.I marked
1
1100
1100
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
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 2016/18.36.1
1
6529
6529.7
Supply of solvent for jointing of PVC pipe.
10
1500
150
Providing and fixing 20mm 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. DSR 2016/18.9.2
784
117051
149.3
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. DSR 2016/18.9.3
448
85859
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.DSR 2016/18.13.1
176
69370
394.15
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