Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Jun 2024
Closing Date22 Jul 2024
Tender Amount₹ 1,52,85,883
Costs
EMD
₹ 6,06,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPDA_932699_1Tender No
63/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.
490
1797810
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.
341
1414127
4147
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.)
3220
121072
37.6
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.)
16090
312146
19.4
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting
the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
564
6312852
11193
Providing and laying bituminous concrete (Gr-II) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.40 per cent of mix
and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as
per MORTH specification clause No. 507 complete in all respects
322
3948331
12261.9
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..
860
629950
732.5
Brick edging on both side
430
38700
90
PART (B) :- DRAIN WORK
-
-
-
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.
65
7150
110
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
28
144760
5170
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.
10
70500
7050
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.
128
25600
200
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 .
11
99330
9030
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
13
92833
7141
Supply of Sweeper (Lump Sum Qty)
87
34800
400
Pumping out water caused by spring ,tidal or river seepage , broken water mains or drain or well point pumping and the like .
150
46200
308
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.
15
41788
2785.92
13.18 Neat cement punning. sqm 42.60
127.13
5199
40.9
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