Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date18 Jan 2024
Closing Date7 Feb 2024
Tender Amount₹ 73,63,570
Costs
EMD
₹ 3,68,500Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPDA_882180_1Bid Award Id
ViewTender No
719/SE/HPDA/2024Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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BOQ Items
M-150 Brick work in 1:4 (1cement: 4 coarse sand) infoundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
110
568700
5170
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the engineer-in-charge within a distance of 60 meter (200 feet.).
51
30600
600
Deduction of cost of old brick obtained from dismantling of 1A brick work.
9500
-57000
-6
Deduction of cost of old brick bats obtained from dismantling of brick work.
30
-18000
-600
12mm thick plaster with cement and coarse sand in 1:4 over 584 New brick work minimum thickness not to be less than 10mm thick Item including supply of all materials, labour and T & P etc. required for proper completion of the work.
450
90000
200
Cement concrete with 2cm gauge approved stone grit, 279(a) 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.
12.5
88125
7050
RCC work in ratio 1:1.5:3 with cement and coarse sand and 283 a 200mm stone gnt.........completion of work.
10
86400
8640
M.S (Tor steel or plain) work in plain work such as RCC or (SI.No.504 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.
10
71410
7141
PART (B):-ROAD WORK
-
-
-
Earthwork in cutting or in embankment in ordinary soil.
excavation to be done from regular pits not exceeding 1/2 M.253a+231a in depth and work embankment to be in 20 cm loyer 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 royally of earth.
100
33010
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.
100
3000
30
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 MORT&H-401.
231
847539
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,
145
601315
4147
Brick edging on both side of the road of M-150 brick 7cm SOR-2022 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/
623
56070
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 0.60 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 Enginee
330
12243
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 specifications and as per direction of the Engineer-in-charge. (A.R.)
4990
95808
19.2
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.
150
1560750
10405
Providing and laying bituminous concrete (Gr-1l) 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
120
1424820
11873.5
Providing & Laying hot applied Thermoplastic compound 2.5
22.02 mm thick including refletrorising glass beads as per I.R.C.35. New Item 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 Enginoor in charge.
490
302820
618
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 EA and as per approved specifications.
1860
1422900
765
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