Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date9 Feb 2021
Closing Date20 Mar 2021
Tender Amount₹ 1,20,42,242
Costs
EMD
₹ 9,35,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEAGR_553154_1Bid Award Id
ViewTender No
401-Cashier-PDA Dt-22-01-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
9375
-
14.5
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Supply/Laying of dry OBB in Hume pipe culvert foundation including all materials, labour and T&P complete.As per SOR CH 20, SI 179(f).
16.45
-
1300
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White washing with lime on undecorated wall surfaces (Two coat) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drop and loose scales of lime wash and other foreign matter.as per SOR CH 16, sl.no.672.
71.4
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17.5
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Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. (CH-20, Sl.No. 765)
2.5
-
70000
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Providing, laying, spreading and compacting stone aggregates of specific sizes(22.4 to 53 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3)
703
-
4190
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Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510.
9375
-
60
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12mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth No extra for mixing any additive.as per SOR CH 13, SI 583.
5.85
-
185
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with Mechanically compacted to 95% proctor density
11700
-
93.8
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Providing, laying, spreading and compacting stone aggregates of specific sizes(45 to 63 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2)
731
-
4100
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Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling, watering and ramming of 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.
36.6
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63
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Class-150 brick work in 1:3 cement and coarse sand mortar in foundation, plinth and SS including supply of all material, labour and T&P etc. required for proper completion of the work.as per SOR CH 6, SI 307.
26.7
-
5400
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Supply, laying and fixing of NP3 class hume pipes in proper position in culvert.
52.5
-
1460
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Laying C.C. 1:4:8 cement coarse Sand and approved 40 mm gauge stone balast it over prepared sub base grade after its rectifications and bringing it to proper camber and including supply of all materials,labour & T&P etc. required for proper completion of work finished to temp as directed by Engineer Incharge but excluding cost of material required for rectification of the sub-grade.as per SOR CH5, SI 275b
6.65
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5800
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Flush Pointing on brick work with cement mortar 1:3 (1Cement : 3 Coarse Sand) as per SOR CH 13, SI 575(a).
71.4
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120
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