Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Real Estate Service
Eprocure
Opening Date12 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 29,36,052
Costs
EMD
₹ 1,47,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPDA_895343_1Bid Award Id
ViewTender No
757/SE/HPDA/2024Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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BOQ Items
(A) Supply,Carting Laying & Jointing of NP-3 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
(I) 0-1.5 MBGL
60
46068
767.8
(A) Supply,Carting Laying & Jointing of NP-3 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.) 150 mm dia pipe
(I) 0-1.5 MBGL
90
46935
521.5
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
60
46080
768
(B) 25 mm dia
140
11480
82
Making connection of Drain or sewer line with existing M.H …………………..pipes 250 to 300mm diameter 110X25 MM
14
7418
529.92
Making connection of Drain or sewer line with existing M.H …………………..pipes 250 to 300mm diameter
10
6420
642
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) 900 mm deep
10
76270
7627
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.)(0.60x0.60x1.00) m.
3
17718
5906
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) Bottom dia 900mm (Beyond 900 to 1650mm BGL)
1.5
8859
5906
Construction of brick masonry chamber of different internal size 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) 600x600x600 mm
14
66434
4745.3
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
10
27859
2785.92
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 -600x600
mm internal size
14
39002
2785.92
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. 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.
1030
340003
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.
1030
30900
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 achieve the desired density,complete as per clause 401,
50
183450
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.
85
352495
4147
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.)
330
12243
37.1
Providing and applying tack coat with 80/100 bitumen emulsion on prepared surface of granular base including ……………..of the Engineer in charge (A.R)
330
6336
19.2
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 80/100(VG10) required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades
330
69663
211.1
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level grade & cross fall using Type B seal coats as per clause 513 of MOSRT &H specification and as per dierction of the E/I (A.R.)
330
27324
82.8
Supply and fixing of 60 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.
825.5
593617
719.1
Brick edging on both side of the road of M-150 brick 7cm wide & 11cm deep laid with mud motar i/c labour & supply of brick……………. The excavated earth as directed byE/I
60
5400
90
PART(C):- DRAIN 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.
142
15620
110
Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. reuired for proper completion of the work.
36
144000
4000
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.
110
568700
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.
9
63450
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.
361
72200
200
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