Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date25 Apr 2022
Closing Date18 May 2022
Tender Amount₹ 50,68,249
Costs
EMD
₹ 2,53,500Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPDA_692562_7Bid Award Id
ViewTender No
26/CE/HPDA/2022 Dt. 18-04-22Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
BOQ Items
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
-
7000
16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required Ine, level and curvature, jointed with cement mortar 1:3 (1 cement 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage Opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kurb edging shall be measured for payment). (Precast C.C. kerb slone shall be approved by Engineer-in-charge). (GST Component @ 16.32% Deducted from the rates)
7
-
7009.16
Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mbing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
40
-
3214
Providing & laying spreading and compacting graded Stone eggregate to wet mix macadam specification prembong the matenal with water at OMC in mechanical plant carriage of mixed material by tpper to site laying in uniform layer with paver in sub-base/base coarse on wel prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H-406.
98
-
3520.1
Brick edging on both side of the road of M-150 brick 7cm wide & 11 cm deep laid with mud mortar ic labour & supply of
bricks finished to the required template and in proper afgnment and also stacking dressing & raniming the excavated earth as directed by
650
-
58.5
Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular baso including clearing of road surface and spraying primer at the rate of 0.60 Kaisam using mechanical means, including supply of all materials, labour. T&P etc required for proper ompletion of the work as per Clause-502 of MORT & H specifications and os per direction of the Engineer.in charge. (AR)
264
-
26
Providing and applyng 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 al materials, labour T&P otc required for proper ompletion of the work as per Clause - 503 of MORT & H specifications and as per direction of the Engineer-In-charge. (AR)
5650
-
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.
248
-
7746
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)
198
-
10626
Providing & Laying hot appled emoplastic 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 por 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.
628
-
520
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