Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Jul 2024
Closing Date31 Jul 2024
Tender Amount₹ 27,21,091
Costs
EMD
₹ 54,500Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDA_938439_1Tender No
03/MDA/CE/2024-25Tender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
(c)3.0-4.50m MAIN ROAD MANHOLE
117
16380
140
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) 11886.46 x 100/112
5
50517
10103.48
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) 6986.80 x 100/112
4
23755
5938.78
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 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 designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm 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 2021 Item No. 19.11.1.1
5
97545
19509.15
Extra depth for circular type manhole 1.22 m 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 2021 Item No. 19.12.1
4
30832
7708.09
M-150 brick work in 1:4(one part of cement and four part of fine 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 307/2020
32
158400
4950
12 mm. thick plaster with1 : 4 (one part cement& Four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than1 cms. Including supply of all material, labour,T&P etc. required for proper completion of the work.( S.I.No.584)/2020
119
22610
190
Concrete with2 cm. gauge approved stone grit, coarse sand and cement in proportion of 1:2:4 including of all material, labour, T&P etc. required for proper completion of the work. S.I.No. 279A/UPPWD SOR-2020
4
26800
6700
R.C.C work with cement, approved coarse sand&2 cms. gauge approved crushed stone grit in proportion of1 :1.5 :3 in slab excluding supply of reinforcement and its bending but including its fixing& binding the same with 24 BWGGI binding wire& including necessary centring& shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. (S.I. No.284(A)/ UPPWD DOR-2020
36
298800
8300
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/UPPWD SOR-2020
17
139400
8200
Providing and fixing in position pre-cast RCC manhole cover circular shape 560 mm internal dia and frame of required shape and approved quality.(EHD - 35) DSR19.19.4.1/2021
105
167986
1599.87
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 300 mm dia but
not exceeding 600 mm D.S.R. Item No 2.10.1.3
100
55381
553.81
Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).1.50 to 3.00 Mt B.G.L. D.S.R. Item No. 2.11 (2021)
100
10795
107.95
Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.)
D.S.R. Item No. 2.12 (2021)
10
2677
267.7
Concrete with4 cm. gauge approved stone grit, coarse sand and cement in proportion of 1:4:8 including of all material, labour, T&P etc. required for proper completion of the work. S.I.No. 281A/UPPWD SOR-2020
1.25
7187
5750
Providing and laying non-pressure NP2 class (light duty) 300 mm R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete Dsr 2021 item no 19.6.4
100
76674
766.74
Concrete with4 cm. gauge approved stone grit, coarse sand and cement in proportion of 1:2:4 including of all material, labour, T&P etc. required for proper completion of the work. S.I.No. 279/UPPWD SOR-2022 FOR BEDDING AND SIDDING
9
59400
6600
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