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 Date6 May 2022
Tender Amount₹ 24,47,733
Costs
EMD
₹ 1,22,400Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPDA_692009_8Bid Award Id
ViewTender No
26/CE/HPDA/2022 Dt. 18-04-2022Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
BOQ Items
construction of grangular sub-base by providing coarse graded material, spreding in uniform layer with motor greder on prepared surface, mixing by mix in place mehtod with rotavator at OMC, and compactiong with vibratory roller to achieve the desired density, complete as per clause 401, MORT&H-401
53
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3214
Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC, in mechinacial mix plant carrige 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
112
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3520.1
Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of grangular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. Using mechinical means, 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)
341
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18.5
Providing and applying tack coat with 80/100 bitumen emulsion using emulsion presure distrubutor at the rate of 0.30 Kg/sqm. on the prepared bitminous/ grangular surface cleaned with mechinical 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)
3330
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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) requird 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 lavel and grades.
2990
-
154.1
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified lavel grade and cross fall using Type B seal coats as per clause 513 of MOSRT&H specification and as per direction of the E/I(A.R)
2990
-
57.4
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 & remming the excavated earth as directed by E/I
92
-
58.5
Brick on edge pavment 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 1 cm. depth of local sand over the subgrade and including cost of material, labour T&P etc. required for proper completion of the work.
184
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345
Part B : DRAIN WORK
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-
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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. S.O.R :2019 / 251(a)
148
-
95
conceret with 4 cm gauge ballast fine sand of 1.25 F.M and cement in the proportion of 12:6:1in foundation and under floors, including supply of all materials, labour, tools,& plants etc. required for proper completion of the work .SOR:2020- 273
22
-
3250
M-150 brick work in 1:4 one cement & four course sand foundation and plinth including supply of all metrials labour and T&P etc. required for proper completion of the work . SOR:2020:305(a)
74
-
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. S.O.R 2019/SI NO.584(a)
67
-
165
cement conceret with 2 cm gauge approved stone ballast corase sand and cement in the proportion of 4:2:1 including supply of all materials, labour, tools,& plants etc. required for proper completion of the work .SOR:2020: 279(a)
2
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7000
RCC work in ratio 1:1:5:3 with cement and coarse sand and 200mm stone grit………… completion work.
26
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8700
M.S. (tor steel or plain) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorizes overlapping shall be measured and including cost of binding. S.O.R 2019/S.I-504
36
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5600
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