Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Eprocure
Opening Date2 Aug 2018
Closing Date25 Aug 2018
Tender Amount₹ 50,96,554
Costs
EMD
₹ 3,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_HPDA_235385_2Bid Award Id
ViewTender No
244/CE/HPDA/2018 Dt 28-07-2018 TBTender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
BOQ Items
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Extra for mechanically compacted to achive 95% proctors density including arrangement of water, settlement of all T & P charges including roler and its fuel charge.
2195
-
22
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer 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, MORT&H - 401.
249
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3214
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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 layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.
242
-
3520.1
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Brick edging on both side of the road of M-150 brick 7cm wide & 11 cm deep laid with mud mortar i/c labour & supply of bricks finished to the required template and in proper alignment and also stacking dressing & ramming the excavated earth as directed byE/I
115
-
58.5
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Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)
1610
-
18.5
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Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm. on the prepared bituminous/ granular surface cleaned with mechanical broom, including supply of all materials, labour T&P etc. required for proper completion of the work as per Clause - 503 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)
3074
-
10
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Providing and laying 50mm thick minimum compacted bituminous macadam on prepared surface with 100-120 tones per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed aggregated of specified grading-II(19mmNominal Size), premixed with 80/100 bituminous binder @ 3.25% by weight of total mix , transporting the hot mix material to work site, laying with a hydrostatic pavers finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tones) roller for initial brake down rolling, finish rolling by smooth wheeled tandem roller (8-10 tones) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 504 of MORST&H specification sand as per direction of the Engineer in charge (A.R.)
77
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6635.3
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Providing and laying bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-II premixed with 60 / 70 (VG30) bitumenous binder @ 5.00% by weight of total mix and hydrated lime @ 2% by weight of total mix , transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 509 of MORT & H specification sand as per direction of the Engineer in charge (A.R.)
62
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8207.1
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Brick on edge pavement with straight overburnt brick on patries with bricks, laid dry joints filled with local sand including preparation of base to proper slope , and its raming ,spreading layer of 1cm. depth of local sand over the subgrade and including cost of material, labour, T&P etc.required for proper completion of the work.
204
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345
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Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming IS:15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications.
126
-
727
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PART ( B) :-- DRAIN WORK
-
-
-
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Earthwork 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 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 from the foundation trenches.
151
-
95
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Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
26
-
2900
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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.
32
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4430
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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.
49
-
165
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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
-
6250
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Disposal of surplus earth available from cutting including cartage upto 0.5 km as per direction of E/I.
151
-
35
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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.
110
-
7700
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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.
130
-
5600
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PART ( D) :-- SEWER WORK
-
-
-
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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
314
-
183.1
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(b) 1.5 - 3.0 M BGL
4
-
230.7
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(c) 3.0 - 4.5 M BGL
1
-
290.2
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Providing & Fixing opening timbering in trenches for the depth up to 3.0 m B.G.L.consisting of 40 mm thick approved country wood planks for polling boards,125mmx75mm indian sal wood walers and 100 mm dia sal ballies for struts at 1.5 m c/c including removal after laying of sewer.(Both sides of trnches will be taken as one side for the purpose of payments & measurement i.e. srea equal to length x depth of trench).Dismanted timbering materials will be the property of the contractor.
1
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358
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(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
40
-
584
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(II) 1.5-3.0 MBGL
100
-
602
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(c) Same as above but for 300 mm dia NP-3 RCC hume pipe (II) 0 - 1.5 m BGL
40
-
792
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(c) Same as above but for 300 mm dia NP-3 RCC hume pipe (II)1.5-3.0 MBGL
80
-
813
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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
1.3
-
5200
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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
15
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4379.8
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(B) 600x600x900 mm
5
-
5735
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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
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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
5
-
6832
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(B) 1200 mm deep
1
-
12562
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(C) 1500 mm deep
1
-
18627
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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)
0.4
-
5247
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(B) Bottom dia 1200 mm dia (beyond 1650 to 2250 mm BGL)
1
-
6900
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(C) Bottom dia 1500 mm dia (beyond 2250 to 3000 mm BGL)
0.7999999999999999
-
8343
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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
7
-
2785.92
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PART ( E) :-- WATER SUPPLY WORK
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-
-
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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.)
246
-
183.1
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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
113
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768
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(B) 160 mm dia OD 6 kg /sqcm Pressure
208
-
1596
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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
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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
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(B) 150 mm dia
1
-
4686
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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
2
-
5735
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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
2
-
2785.92
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PART ( F) :-- SERVICE CONNECTION WORK
-
-
-
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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
18
-
183.1
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Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete. (A) 25 mm dia
24
-
82
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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) 110x75 mm
15
-
552
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(B) 160x75 mm
2
-
1108
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Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S.flats of size 50 mm x 1.6 mm complete,all as per direction of Engineer in charge.
55
-
920.98
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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.) 150 mm dia pipe
(I) 0-1.5 MBGL
75
-
440
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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
20
-
2785.92
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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
75
-
183.98
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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
15
-
577
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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
15
-
2095
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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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