Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date8 Apr 2022
Closing Date29 Apr 2022
Tender Amount₹ 1,43,52,827
Costs
EMD
₹ 2,87,100Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MDA_685994_1Bid Award Id
ViewTender No
45/MDA/CE/2022-23Tender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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BOQ Items
Providing and laying Non pressure NP 3 class 250mm dia 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. (0-1.50m) BGL (Analysis attached)
200
-
732
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. P.S.R. as per C.B.No.2496/2017
12
-
17280
Add or deduct for Supply of all materials, labour and T & P etc. for Regulation of Manholes Shafts for 900mm dia & 1.50M Depth P.S.R. as per C.B.No.2496/2017
6
-
6566.4
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.H.D. -20- Circular shape 560mm internal diameter. 19.19.3.1/DSR 2019
12
-
1221.35
PART- B- Water Line
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches. ( S.I NO. 251/CH-4/2020)
720
-
110
Supply and laying 110mm dia P.V.C. pipe of 10kg/sqcm internal pressure and Finolex or Jindal make complete and including supply of all materials, labour and T&P etc. required for proper completion of the work.
1200
-
389.2
Supply of PVC fittings Tee 110 x 110 x 110mm dia
15
-
121.73
Supply of PVC fittings Endcap 110mm dia
6
-
37.44
Supply of PVC fittings Bend 110mm dia
15
-
71.47
Supply & fixing of 110mm dia sluice valve
2
-
2352
Supply & fixing Fire Hydrant 80mm dia
2
-
1056
Supply & fixing Air valve
2
-
6800.27
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 2019/18.34.1
3
-
13391.34
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 2019/18.36.1
8
-
7351.06
PART- C (Drain work and Boundry wall )
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. ( S.I NO. 251/CH-4/2020)
464
-
110
Concrete with 4 cm. gauge brick ballast, fine sand 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 CH-5)/2020
38
-
5500
M-150 brick work in 1:6(one part of cement and six part of coarse sand of 2.2.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 CH-6)/2020
243
-
4800
Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall one brick thick. (1:6 cement & coarse sand) ( S.I NO. 303+309+310+(Diff.of C.Sand & Fine sand) 2020
138
-
5165
12mm thick plaster in 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply all materials labour t&P etc required for proper completion of work ( S.I NO. 584 CH-13)/2020
2524
-
180
Finishing wall with water proof cement paint of approved make and quality on new work with three coat including primer coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. SOR 2020/ S.I. No.660+661
1680
-
73
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 S.O.R/2020.(SI.No.279A-CH-5
82
-
6300
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge approved crushed stone grit in proportion of 1:1.5:3 in footing & raft excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 287 CH-5)/2020
32
-
6500
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in coloumns 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. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 289 CH-5)/2020
35
-
8050
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slabs including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. ( S.I NO. 284(a) CH-5)/2020
32
-
7700
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 CH-10)/2020
78
-
6100
PART- D (ROAD WORK)
Earth work in embankment in ordinary soil including, cutting and Cartage of Earth upto 10 km distance etc complete in all respect as per S.I. No. 231(a) excluding royality. SOR 2020 (242.60+110.00)
15200
-
367.2
Construction of Granular Sub-Base 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, complete as per clause 401 By Mix in Place Method
287
-
3586
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
129
-
3815
Supply & Laying of 80 mm thick precast cement concrete 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) S.O.R/2020 New Item-5 on page 51
(A) Gray Colour
1460
-
900
M-150 brick work in 1:6(one part of cement and six part of coarse sand of 2.2.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. S.O.R/2020 ( S.I NO. 303 CH-6)
10
-
4150
12mm thick plaster in 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply all materials labour t&P etc required for proper completion of work S.O.R/2020 (S.I NO. 584 CH-13)
38
-
180
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 S.O.R/2020.(SI.No.279A-CH-5
0.3
-
6300
Construction of brick masonary inspection chambers 455x610x450mm as per standard design with base concrete 1:6:12, 23 cm thick brick wall in 1:6 cement and coarse sand, plastering 1:4 cement and coarse sand with neat finish including RCC cover 8 cm thick including supply of all materials, labour T&P ctc. required for proper completion of the work. DSR-2019/19.30.1
16
-
5031.42
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