Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Apr 2022
Closing Date18 May 2022
Tender Amount₹ 89,85,451
Costs
EMD
₹ 4,50,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPDA_692562_3Bid Award Id
ViewTender No
26/CE/HPDA/2022 Dt. 18-04-22Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
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.
165
-
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.
220
-
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
241
-
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.)
1053
-
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.)
2106
-
11.85
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.
1053
-
154.1
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level grade and 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.)
1053
-
57.4
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.
290
-
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.
450
-
732.5
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.
105
-
95
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.
38
-
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.
341
-
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.
320
-
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.
10
-
7000
RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit………completion of work.
17
-
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.
21
-
5600
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
395
-
214.22
(b) 1.5 - 3.0 M BGL
666
-
269.8
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.)
-
-
-
(a) 0-1.5 MBGL
135
-
521.5
(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
-
-
-
(a) 0-1.5 MBGL
274
-
767.8
(b) 1.5-3.0 MBGL
50
-
797.18
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
95
-
5820
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.R.) (A) 600x600x600 mm
26
-
4745.3
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.R.) (A) 600x600x900 mm
22
-
6250
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
15
-
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)
5
-
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
19
-
1556
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
34
-
1556
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
30
-
642
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.)
210
-
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
410
-
768
Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete.
(A) 25 mm dia
175
-
82
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) 110x25 mm
30
-
529.92
(B) 160x25 mm
3
-
1063.68
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
1
-
3328.45
PART ( E ) :-- PARK WORK
-
-
-
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.).
65
-
400
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.
3811
-
299.4
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50m and lead upto 30M and lead upto 30m and including filling watering and ramming or excavated earth into the trenches or into the 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.
27
-
95
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.
7
-
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.
127
-
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.
694
-
165
Same as above item no. 15 above but in heavy size such as turses, built up gates, record racks, gates etc, roof work, gates etc. including rivetting of welding where necessary positing (Based on S.I No. 503)
3
-
6450
Supply & Fixing of R.C.C.Grill work ( Jali ) of approved pattern & make at site of work in cement concrete consisting of cement, approved coarse sand and 6 mm nominal size stone grit in the proportion of 1;2:4 & reinforced with 6 mm dia M.S. wire / bar including cutting & finishing with 1;3 cement & fine sand of 1.25 fineness modulus mortar including including supply of material, labour, T&P required for proper completion of work (1) 5.00 cm thick
57
-
735
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