Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Nov 2022
Closing Date5 Dec 2022
Tender Amount₹ 16,16,681
Costs
EMD
₹ 81,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPDA_753812_3Bid Award Id
ViewTender No
321/CE/HPDA/2022Tender 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 (1 Cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.
60.98
-
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.
3.53
-
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, labous and T&P etc. required for proper completion of the work.
158.4
-
200
Neat cement punning
158.4
-
40.9
PART B -ROAD WORK
-
-
-
Excavation in Foundation in ordinary soil (load, clay or sand) incuding lift upto 1.50m and lead upto 30m. And including filling watering and ramming of excavated earth into the tranches 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.
217.8
-
110
Disposal of Surplus earth upto to 2km.
217.8
-
124.8
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 ant OMC, and compacting with vibratory roller to archieve the desired density, complete as per clause 401, MORT&H - 401.
81.67
-
3214
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 praver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to ahieve the desired density, MORT&H - 406.
81.67
-
3520.1
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 Clause-502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)
544.5
-
26
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 speifications and as per direction of the Engineer-in-charge. (A.R.)
1089
-
13.5
Providing and laying dense graded bituminous macadam with higher capacly batch type HMP using crushed specified groding, premixed with bituminous binder @ 45 per cent by weight of total mix and file transporting the hot mbx to work sto laying with a hydrostatic paverinisher with a hydrostatic paver finisher with sensor control to the required grade, level and alignment. rolling with smooth mheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects.
27.22
-
10307.8
Providing and laying bituminous concrete (Gr-il) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading. premixed with bituminous binder (VG-30) @ 5.00 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 Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 Dt 27-07-12. (Using Plastic waste @ 6% of Bitumen Weight)
21.78
-
11613.5
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. reuired for proper completion of the work.
66
-
58.5
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