Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date21 Jan 2021
Closing Date8 Feb 2021
Tender Amount₹ 42,45,907
Costs
EMD
₹ 4,14,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDPW_547714_1Bid Award Id
ViewTender No
62/8 Kam/e_Tendering/2020-21 Dated 08-01-2021Tender 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 laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per (MORD) Technical Specification Clause 510
11250
-
60
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Excavation in excavation in foundation trenches etc not exceeding 1.5M. Depth including dressing of bottom and side of trenches, stacking the excavated earth clear from the edge of excavatioin and subsequent filling around massonary in 15cm. layers with compaction including disposal of all surplus earth as per direction of Engineer-In-Charge with in a lead of 30M. from the foundation trenches (SI.No. 251)
140
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120
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Cement Concrete with 1:3:6 mix with stone aggregate 40mm approved 22.4-53mm Nominal size mechanically Mixed and vibrated in foundation up to a depth of 1.50 M. below ground level with Hamirpur coarse sand, and cement including supply of all materials, labour and T&P etc required for proper completion of work.
14.5
-
8100
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Brick work with 150 class brick in cement mortor 1:3 cement and coarse sand in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work
80
-
6220
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Brick work with 150 class brick in cement mortor 1:3 cement and coarse sand in super structure including supply of all materials, labour and T&P etc. required for proper completion of the work
58
-
6580
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P/L C.C. in 1:4:8 with cement fine sand and 40mm gauge nominal size brick ballast including cost of materials labour T&P etc required for proper completion of the work as directed by Engineer-In-Charge.
3
-
4274
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R.C.C work in bed block with the cement, coarse sand and 20mm gauge approved stone grit 1:2:4 excluding supply of rainforcement and its bending but including its fixing and binding the same with 24 B.W.G.I. Binding wire and including necessary centring and shuttering etc.and also includin supply of all materials, labour and T&P etc.required for proper completion of the work SI No. 283
2.5
-
9500
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R.C.C. work in slab with the cement and approved coarse sand and 20mm guage approved stone grit in the proportion 1:2:4 in floors excluding supply of reinfocrement and its bending but including its fixing and binding the same with 24 B.W.G.G,I. binding wire and including necessary shuttring and centring etc. and also including supply of all materials,labour.T&P etc.required for proper completion of work. SI No. 284
8
-
9900
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P/L of wearing coat 7.5cm. thick 1:1½:3 cement concrete in cement and coarse sand approved stone grit including cost of materials labour T&P etc. required for proper completion of work. SI No. 283
1
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9500
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Mild steel or iron in plain work such as reinforced cocrete or reinforced brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shall be measured including all materials, labour and T&P etc.
9
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6150
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Providing and laying O.B.B. material underneath brick work in drain complete as per drawing and technical specifications Clause 1302
40
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2160
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Stuck cement pointing with 1:2 cement and fine sand of 1.25 fineness Modules over brick work complete with all labour, materials ,T&P etc. as per direction of E/I. as N.S. No. 17.120
180
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77
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Earth work in cutting or in embankment for making patries with ordinory soil , Excavation to be done in form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30 m lead. The earth form cutting to be used in making embankment or to be deposited as spoil bank within 30m distance or as directed by E/I
125
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86
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
40
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200
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Supply and Laying one layer tarfelt or any other equipment approved material of junction of wall & roof as per direction of Engineer-In-Charge including necessary overlap, giving a coat of approved mastic paint blow the tarfelt and including supply of all materials, labour and T&P etc. complete.
9
-
75
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Dewatering of ground water below spring level including cost of boaring hire and fuel charges of Disel pump etc complete
150
-
150
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