Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Dec 2021
Closing Date14 Dec 2021
Tender Amount₹ 34,12,966
Costs
EMD
₹ 1,71,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_HPDA_649713_1Bid Award Id
ViewTender No
422/CE/HPDA/2021 Dt.25-11-21Tender 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 ant OMC, and compacting with vibratory roller to archieve the desired density, complete as per clause 401, MORT&H - 401.
82
-
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 praver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to ahieve the desired density, MORT&H - 406.
82
-
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 brick finished to the required template and in proper alignment and also stacking dressing & ramming the excavated earth as directed by E/I
110
-
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 Clause-502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)
495
-
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 speifications and as per direction of the Engineer-in-charge. (A.R.)
495
-
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.
495
-
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 MORT&H specification and as per direction of the E/I (A.R.)
495
-
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. reuired for proper completion of the work.
220
-
345
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.
44
-
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. reuired for proper completion of the work.
44
-
3250
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.
112
-
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, labous and T&P etc. required for proper completion of the work.
285
-
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.
5.75
-
7000
RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit……………..completion of work.
2.8
-
8750
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.
3.3
-
5600
PART ( C ) :-- SEWER WORK
-
-
-
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (load, 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
302
-
214.22
Supply, Carting Laying & Jointing of NP-3 RCC humepipe of different dia, & special from store to site of work lowerint the same in trenches in depth upto specified depth true to alignment, causking 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.) 150mm dia pipe (I) 0-1.5 MBGL
195
-
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, causking 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.) (I)0-1.5 MBGL
248
-
767.8
Cement concret 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
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 E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 600X600X600
38
-
4745.3
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
12
-
7627
B 1200mm deep
7
-
14024
Addition or subtraction of ht of M.H. of 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.)
-
-
-
(B) Bottom dia 1200 mm dia (beyond 1650 to 2250 mm BGL)
4
-
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.
19
-
1556
PART ( D ) :-- WATER SUPPLY WORK
-
-
-
Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (load, 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.
286
-
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
286
-
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
375
-
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) 110X25mm
38
-
529.92
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