Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Feb 2024
Closing Date14 Feb 2024
Tender Amount₹ 2,50,80,678
Costs
EMD
₹ 8,31,500Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPDA_890878_1Bid Award Id
ViewTender No
743/SE/HPDA/2024Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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BOQ Items
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.
812
2979228
3669
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.
802
3325894
4147
Brick edging on both side of the road of M-150 brick 7cm wide with mud mortar i/c labour & supply of & 11 cm deep l the required template and in proper bricks finished alignment and also stacking dressing & ramming the excavated earth as directed by/I
1015
91350
90
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 0.70 Kg/sqm. usin 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.)
5346
198336
37.1
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 pecifications and as per direction of the Engineer-in-charge. (A.R.)
5346
102643
19.2
Providing, laying and rolling of open-graded premix surfacing of 20 mm of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 80/100(VG10) required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
5346
1128540
211.1
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using Type B seal coats as per clause 513 of MOSRT&H specification a as per dierction of the E/I (A.R.)
5346
442648
82.8
Brick on edge pavement with straight overburnt 763 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 ate real etc.required for proper completion of the work.
1220
420900
345
drain work
-
-
-
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 space between the building and the sides of foundation enches or 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.
1015
111650
110
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.
183
732000
4000
M-150 Brick work in 1:4 ( 1cement: 4 coarse sand) in 305A foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
541
2796970
5170
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 otc. required for proper completion of the work.
2436
487200
200
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.
59
415950
7050
RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit ……………… completion of work
23
198720
8640
M.S (Tor steel or plain) work in plain work such as RCC or RB (SI.No.504 work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized over lapping shall be measured and including cost of binding wire.
24
171384
7141
PART (C):-SEWER WORK
-
-
-
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. ordinary soil (loam, clay& sanci) 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
570
122105
214.22
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 (1) 0-1.5 MBGL
468
260676
557
(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 (1) 0-1.5 MBGL
840
717360
854
(1)1.5-3.00 MBGL
175
153475
877
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
61
372100
6100
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/l as per approved design & drawing of H.P.D.A. (A.R.) (A) 600x600x600mm
60
284700
4745
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/l as per approved design & drawing of H.P.D.A. (A.R.) (A) 600x600x900 mm
18
121824
6768
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.)
36
274572
7627
(B) 1200 mm deep
8
112192
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)
25
147650
5906
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
44
123020
2795.92
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
78
218081
2795.92
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
78
50076
642
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.)
510
56100
110
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
1015
797790
786
Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete. Media (A) 25 mm dia
468
52416
112
Making connection of drain 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) 110x25 mm
78
37986
487
Providing and fixing C.I. sluice valves (with cap) complete with Nbolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.1 100 mm diameter 18.31.1.1 Class II
2
7531
3765.8
Providing and fixing C.I. sluice valves (with cap) complete with Nbolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.1 150 mm diameter 18.31.2.2 Class II
2
11149
5574.59
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