Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Jun 2022
Closing Date25 Jun 2022
Tender Amount₹ 1,86,34,482
Costs
EMD
₹ 6,73,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPDA_705017_3Bid Award Id
ViewTender No
94/CE/HPDA/2022 Dt. 28-05-22Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
BOQ Items
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (GST Component @ 16.32% Deducted from the rates)
2960
-
131
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.
435
-
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 paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.
731
-
3520.1
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
376
-
58.5
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.)
2784
-
18.5
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.)
5570
-
11.85
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.
140
-
10307.8
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 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)
112
-
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.required for proper completion of the work.
376
-
345
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.
2000
-
732.5
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.
165
-
445
Part B : DRAIN 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.
605
-
95
Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials , labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches
91
-
5820
RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit………completion of work.
240
-
8150
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.
282
-
5600
Concrete with 4cm. gauge brick ballast, fine sand of 1.25 FM & cement in the proportion 12:6:1 in foundation & under floors including supply of all materials labour T&P etc. required for proper completion of the work.
57
-
3250
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.
245
-
4950
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.
301
-
165
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.
16
-
7000
PART ( C) :-- Central Verge
-
-
-
Concrete with 4cm. gauge brick ballast, fine sand of 1.25 FM & cement in the proportion 12:6:1 in foundation & under floors including supply of all materials labour T&P etc. required for proper completion of the work.
15
-
3250
M-150 class brick work in 1:4 cement and coarse sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materials labour T&P etc. required for proper completion of the work.
46
-
4950
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.
150
-
165
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.
3.46
-
7000
Painting or varnishing work in small areas or new wood/steel work with one coat ready mixed priming paint and one coat or approved superior quality ready mixed paint or varnish including supply of all materials, labour. T&P etc. required for proper completion of the work. Paint to be used should confirm the ISI.No.103-1950. As per SOR. 641+642
150
-
80
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 line, 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 kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (GST Component @ 16.32% Deducted from the rates)
38
-
7009
PART ( D ) :-- SEWER WORK
-
-
-
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches.
-
-
-
(a) 0-1.5 MBGL
340
-
214.2
(b) 1.5 - 3.0 M BGL
490
-
269.8
Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials , labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches
34
-
5820
(A) Supply,Carting Laying & Jointing of NP-2 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 250 mm dia pipe
-
-
-
(a) 0-1.5 MBGL
212
-
767.8
(b) 1.5-3.0 MBGL
165
-
797.18
Construction of brick masonry chamber of 560 mm internal dia with F.P.S. bricks i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.)
-
-
-
A. 900mm deep
26
-
7627
B 1200mm deep
4
-
14024
Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)
-
-
-
(A) Bottom dia 900 mm dia (beyond 900 to 1650. mm BGL)
3
-
5906
(B) Bottom dia 1200 mm dia (beyond 1650 to 2250 mm BGL)
1
-
7933
Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia
26
-
2785.9
PART ( E ) :-- WATER SUPPLY WORK
-
-
-
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches.(A.R.)
120
-
214.2
Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete..
-
-
-
(A) 110 mm dia OD 6 kg /sqcm Pressure
188
-
768
(B) 160 mm dia OD 6 kg /sqcm Pressure
188
-
1595
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