Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date1 Jun 2022
Closing Date14 Jun 2022
Tender Amount₹ 24,22,238
Costs
EMD
₹ 1,21,100Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPDA_704959_1Bid Award Id
ViewTender No
94/CE/HPDA/2022 Dt. 28-05-2022Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
BOQ Items
( C) 4.5-6.00 mt
55
-
2218
Desilting / cleaning of following dia chocked sewer line by super sucker machine & removing out debries/mud & silt rubbish from chocked line of heavily charged sewer line & safe disposal of silt with in municipal limit incl opening & cleaning the line from mud & silt complete with supply of all materials, man power, labour T&P etc. from site of work incl removal of all hindrences obstructions, unforseen lems complete with all respect.
-
-
-
(a) 250mm dia
200
-
569.25
(b) 350 mm dia
1320
-
1035
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches. (a) 0-1.5 MBGL
-
-
-
(a) 0-1.5 MBGL
10
-
214.2
(b) 1.5 - 3.0 M BGL
12
-
269.8
(c) 3.0 - 4.5 M BGL
15
-
338.6
Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials , labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches
2
-
5820
Supply, Carting Laying & Jointing of NP-2 RCC Hume pipe of different dia& special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking thejoints with 1:2 cement &coarse sand mortar s/c excavation of earth below invent level of pipe, cost of all jointing materials, testing etc, complete (A.R.) A. 150 mm dia pipe.
24
-
521.5
B. Same as above but for 250 mm dia NP-2 RCC hume pipe
-
-
-
(ii) 1.5-3.0 MBGL
16
-
797.18
C. Same as above but for 300 mm dia NP-2 RCC hume pipe
-
-
-
(ii) 1.5-3.0 MBGL
10
-
995.31
D. Same as above but for 400 mm dia NP-3 RCC hume pipe
-
-
-
(ii) 1.5-3.0 MBGL
4
-
1000
Construction of brick masonry chamber of 560 mm internal dia with F.P.S. bricks i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.)
-
-
-
(A) 900 mm deep
6
-
7627
(B) 1200 mm deep
2
-
14024
Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)
-
-
-
(A) Bottom dia 900 mm dia (beyond 900 to 1650 mm BGL)
0.5
-
5906
(B) Bottom dia 1200 mm dia (beyond 1650 to 2250 mm BGL)
0.5
-
7933
M-150 Brick work in 1:4 ( 1cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
7
-
4950
12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.
50
-
165
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
2
-
7000
Disposal of surplus earth available from cutting including cartage upto 0.5 km as per direction of E/I.
400
-
35
Providing precast concrete Manhole Cover & Frame conforming of to IS. 12592-2002. The concrete mix should not be less than M-30 HD-20 grade desination 560mm internal dia.
46
-
1556
Providing precast concrete Manhole Cover without Frame conforming of to IS. 12592-2002. The concrete mix should not be less than M-30 HD-20 grade desination 560mm internal dia.
150
-
1200
Pumping out water caused by spring ,tidal or river seepage , broken water mains or drain or well point pumping and the like .
30
-
308
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