Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Eprocure
Opening Date26 Dec 2023
Closing Date18 Jan 2024
Tender Amount₹ 7,60,73,095
Costs
EMD
₹ 3,80,400Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPDA_874555_1Tender No
702/SE/HPDA/2023Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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BOQ Items
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,
81
297189
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.
194
804518
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.)
540
20034
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)
540
10368
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
540
113994
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.)
540
44712
82.8
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.
760
556700
732.5
PART(B):- 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.
130
14300
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.
60
240000
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.
237
1225290
5170
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.
1380
276000
200
Providing and laying in cement concrete 1: 2:4 (1 cement, 2 coarse sand & 4 gradded stone grit of 20 mm nominal size) and curing complete, including cost of form work in chamfering of corner of drain
15
105750
7050
RCC work in 1:1.5.3 cement c. sand & Stone 20mm grit ……………. Completion of work
5
43200
8640
M.S. steel reinforcement of R.C.C work including straigstening cutting
600
42846
71.41
PART(C):- 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
112
23992
214.22
(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
150
128100
854
(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
230
128110
557
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
12
73200
6100
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) 600x600x900 mm
41
277488
6768
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
7
53389
7627
(B) 1200 mm deep
7
98168
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.)(0.60x0.60x1.00) m.
6
35436
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 dia (beyond 900 to 1650 mm BGL)
4.8
28348
5906
Making connection of Drain or sewer line with existing M.H …………………..pipes 250 to 300mm diameter
26
16692
642
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
14
39002
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
44
122580
2785.92
PART(D):- 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.)
67
7370
110
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
175
137550
786
(B) 25 mm dia
154
17248
112
Making connection of Drain or sewer line with existing M.H …………………..pipes 250 to 300mm diameter
110X25 MM
37
18019
487
Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
18.31.1 100 mm diameter
18.31.1.1 Class I
2
7531
3765.8
(B) 18.31.3 150 mm diameter
18.31.3.1 Class I
2
11149
5574.59
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