Hapur Pilakhua Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Eprocure
Opening Date26 Dec 2023
Closing Date18 Jan 2024
Tender Amount₹ 4,19,51,795
Costs
EMD
₹ 11,39,100Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_HPDA_874459_1Tender No
702/SE/HPDA/2023Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
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, MORT&H-401.
718
2634342
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.
1356
5623332
4147
Brick edging on both side of the road of M-150 brick 7cm wide with mud mortar i/c labour & supply of & 11 cm deep l the required template and in proper bricks finished alignment and also stacking dressing & ramming the excavated earth as directed by/I
640
57600
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 0.70 Kg/sqm. usin 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.)
4700
174370
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 pecifications and as per direction of the Engineer-in-charge. (A.R.)
9400
180480
19.2
Brick on edge pavement with straight overburnt 763 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 ate real etc.required for proper completion of the work.
456
157320
345
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.
236
2530361
10721.87
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)
188
2305068
12261
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 El and as per approved specifications.
720
527400
732.5
Road Marking with Hot Applied Thermoplastic Compound with M Reflectorising Glass Beads on Bituminous Surface. (Repeated/80 Tranvers bar) Providing and laying of hot applied thermoplastic compound 2.5 sqr thick including reflectorising glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.
296
182928
618
CENTRAL VERGE
-
-
-
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 enches or 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.
65
7150
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. required for proper completion of the work.
34
136000
4000
M-150 Brick work in 1:4 ( 1cement: 4 coarse sand) in 305A foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
80
413600
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.
5.5
38775
7050
Providing wall putty on old surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
634
47550
75
Painting or vamishing with valsper or other approved high grade enamel or superior synthetic clean varnish complete one coat over previously painted surface including
supply of all materials, labour, Tools & plants
etc. required for proper completion of the
work. Paint to be used should confirm ISI no.
105/106/133-1950.
634
53890
85
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).
84.5
609059
7207.81
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 otc. required for proper completion of the work.
72
14400
200
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 enches or 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.
1748
192280
110
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
249
1518900
6100
M-150 Brick work in 1:4 ( 1cement: 4 coarse sand) in 305A foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
446
2305820
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, labour and T & P otc. required for proper completion of the work.
1231
246200
200
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.
33
232650
7050
RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit ……………… completion of work
593
5123520
8640
M.S (Tor steel or plain) work in plain work such as RCC or RB (SI.No.504 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.
634
4527394
7141
SEWER WORK
-
-
-
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. ordinary soil (loam, clay& sanci) 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
2106
451147
214.22
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 (1) 0-1.5 MBGL
64
35648
557
(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.) 300 mm dia pipe (1) 0-1.5 MBGL
500
552000
1104
(1)1.5-3.00 MBGL
118
133458
1131
350 mm (1)1.5-3.00 MBGL
70
117670
1681
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
81
494100
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/l as per approved design & drawing of H.P.D.A. (A.R.) (A) 600x600x600mm
20
94900
4745
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/l as per approved design & drawing of H.P.D.A. (A.R.) (A) 600x600x900 mm
6
40608
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.) 900mm deep
12
91524
7627
1200 mm deep
30
420720
14024
1500 mm deep
4
83300
20825
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)
12.4
73234
5906
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
40
111836
2795.92
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
28
78285
2795.92
Making connection of drain or sewer line with existing M.H. s/c breaking into & making good the walls floors with cement concrete 1;2:4 mix, cement plaster on both sides with cement mortar 1:3 cement & coarse sand finished with a floating coat of neat cement & making necessary channeles for the drain etc. complete for 250+ 300mm dia pipe (A) For pipes 250 to 300 mm diameter
22
14124
642
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.)
435
47850
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) 160 mm dia OD 6 kg /sqcm Pressure
700
1015000
1450
110 mm dia
180
141480
786
Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete. Media (A) 25 mm dia
125
14000
112
Making connection of drain sewer line with existing M.H. s/c breaking into & making good the walls floors with cement concrete 1:2:4 mix, cement plaster on both sides with cement mortar 1:3 cement & coarse sand finished with a floating coat of neat cement & making necessary channeles for the drain etc. complete for 250+ 300mm dia pipe (A) 110x25 mm
32
15584
487
Providing and fixing C.I. sluice valves (with cap) complete with Nbolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.1 100 mm diameter 18.31.1.1 Class II
4
15063
3765.8
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements