Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date6 Aug 2024
Closing Date30 Aug 2024
Tender Amount₹ 3,33,24,534
Costs
EMD
₹ 9,66,500Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPDA_944183_1Bid Award Id
ViewTender No
114/SE/HPDA/2024Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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BOQ Items
RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit………completion of work.
635
5486400
8640
M.S (Tor steel or plain) work in plain work such as RCC or RB 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.
750
5626500
7502
Part B : Road 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 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.
1785
196350
110
Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and lead up to 8 km . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, excluding the cost of royalty of earth.
1925
635442
330.1
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.
1925
57750
30
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead upto 50 mtrs.
5950
905828
152.24
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.
980
3618944
3692.8
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.
895
3713229
4148.86
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. 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.)
5950
229670
38.6
Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.25 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.)
13085
228333
17.45
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 @ 4.00% by weight of total mix.....504 of MORST&H specification sand as per direction of the Engineer in charge (A.R.)
459
4557961
9930.2
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 @ 5.40% by weight of total mix...... 509 of MORT & H specification sand as per direction of the Engineer in charge (A.R.)
328
3702234
11287.3
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
1770
159300
90
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.
2005
1610015
803
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.
12
84600
7050
Providing & Laying hot applied Thermoplastic compound 2.5 mm thick including refletrorising glass beads as per I.R.C.35. the finish surface to be level , uniform &free from streaks & holes composition of Thermoplastic material shall be as per Table 800-3 of clause 803 of M.O.R.T. & H. including cost of all material , Labour , T & P etc.required for proper completion of work as directed by Engineer in charge.
332
205176
618
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