Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Eprocure
Opening Date12 Oct 2019
Closing Date2 Nov 2019
Tender Amount₹ 34,62,000
Costs
EMD
₹ 1,73,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HPDA_391608_1Bid Award Id
ViewTender No
365/CE/HPDA/2019 DATED 11-10-2019 TBTender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
BOQ Items
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.
127
-
4430
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.
438
-
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.
21
-
6250
Disposal of surplus earth available from cutting including cartage upto 0.5 km as per direction of E/I.
423
-
35
R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra.
13
-
7700
M.S (tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire.
16
-
5600
SEWER WORK
-
-
-
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
551
-
183.1
(b) 1.5 - 3.0 M BGL
269
-
230.7
(A) Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 250 mm dia pipe
(I) 0-1.5 MBGL
258
-
584
(II) 1.5-3.0 MBGL
20
-
602
(c) Same as above but for 300 mm dia NP-3 RCC hume pipe (II) 0 - 1.5 m BGL
10
-
792
(c) Same as above but for 300 mm dia NP-3 RCC hume pipe (II)1.5-3.0 MBGL
10
-
813
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
27
-
5200
Construction of brick masonry chamber of different internal size 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) 600x600x600 mm
70
-
4379.8
(B) 600x600x900 mm
1
-
5735
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.)(0.60x0.60x1.00) m.
2
-
4326
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
20
-
4326
(B) 1200 mm deep
1
-
12562
(C) 1500 mm deep
1
-
18627
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)
2
-
5247
(B) Bottom dia 1200 mm dia (beyond 1650 to 2250 mm BGL)
1
-
6900
(C) Bottom dia 1500 mm dia (beyond 2250 to 3000 mm BGL)
1
-
8343
Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia
22
-
2785.92
Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -600x600 mm internal size
71
-
2785.92
WATER SUPPLY WORK
-
-
-
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.R.)
184
-
183.1
Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete. (A) 110 mm dia OD 6 kg /sqcm Pressure
408
-
768
Cement concrete with 2cm gauge approved stone ballast, coarse sand cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. For pipe thrust block
1
-
6250
P/F C.I. sluice valves (with cap) complete with bolts nuts, rubber insertions etc. (the tail pieces if required will be paid saparately) (A) 100 mm dia
1
-
3184.85
Construction of brick masonry chamber of different internal size 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) 600x600x900 mm
1
-
5735
Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -600x600 mm internal size
1
-
2785.92
SERVICE CONNECTION WORK
-
-
-
Earth work in cutting or in embankmetn form of reguar pits nt exceedding 0.50 M in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to reqquried levels and slopes and also including 1.50 M lift and 30 M lead the earth from cutting to deposited as spoil banks with in 30 M distance as directed by the engineer incharge excluding royality
214
-
183.1
Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete. (A) 250 mm dia
474
-
82
Making connection of water line with existing line s/c breaking into & making good the walls floors with cement concrete 1;2:4 mix, cement plaster on both sides with cement mortar 1:3 cement & coarse sand finished with a floating coat of neat cement & making necessary channeles for the drain etc. complete (A) 110x25 mm
79
-
552
(B) 160x25 mm
1
-
1108
Providing & Fixing of P.F.R.C. Drain cover System of heavy duty & 125 mm thickincluding supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
15
-
920.98
Providing and laying non-pressure NP2 class (light duty) 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 :
19.6.2 150 mm dia. R.C.C. pipe
474
-
440
Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -600x600 mm internal size
2
-
2785.92
Providing and fixing Chlorinated Poly vinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.
External work
18.9.3 25 mm nominal outer dia Pipes
474
-
183.98
Making connection of drain or sewer line with existing M.H. s/c breaking into & making good the walls floors with cement concrete 1;2:4 mix, cement plaster on both sides with cement mortar 1:3 cement & coarse sand finished with a floating coat of neat cement & making necessary channeles for the drain etc. complete for 250+ 300mm dia pipe (A) For pipes 250 to 300 mm diameter
79
-
577
Construction of brick masonry chamber of different internal size 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) 300x300x380 mm
79
-
2095
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.)(0.30x0.30x1.00) m.
4
-
4326
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