Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date24 Jul 2020
Closing Date31 Jul 2020
Tender Amount₹ 62,29,758 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 5,75,000Document Cost
₹ 2,615Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEUFZ_496274_1Bid Award Id
ViewTender No
. 3587 /2com Ayo.Ambe.Circle/2020,Dated- 16.07.20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
495
-
8600
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Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251)
375
-
110
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First class bricks work in 1:4 in cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.
125
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4900
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12 mm thick plaster with cement mortar in proportion of 1:4 cement and fine sand of 1.25 F.M.
500
-
130
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2.5 cm. (1") thick 1:2:4 plain cement concrete floor with cement , approved coarse sand and 2 cm (3/4") graded approved stone laid in panels finished with 3 mm. (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 8 cm (3") thick base concrete consisting of cement, local sand and brick ballast 4 cm (1.5") gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc. required for proper completion of the work.
9
-
7150
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R.C.C work with cement approved course sand and 2 cm {3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials, labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item.
2.5
-
8100
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes.
2.4
-
7400
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50 mm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone laid in panels finished with 3 mm. flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 75 mm. thick base concrete consisting of cement, local sand and brick ballast 40 mm gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T & P etc. required for proper completion of the work.
10
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800
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Earth work in Both side Patri.in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I.
300
-
120
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