Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Nov 2024
Closing Soon24 Jan 2025
Tender Amount₹ 14,03,000
Costs
EMD
₹ 1,40,000Document Cost
₹ 766Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMBD_971052_12Tender No
3015/E-Ten/24-25_Dt_14-10-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Item No : 5.9Case-I(I) Item Description : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means (I)Bitumen (S-90) (Including all T&P, Labour, Material, Royalty Tax but excluding GST)
945
160
151200
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Item No : 5.12 A. By Manual Case-III-Type c(I)
Item Description : Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means Case - III : Type C (I)Bitumen (S-90) (Including all T&P, Labour, Material, Royalty Tax but excluding GST)
945
60
56700
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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 compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (Including all T&P, Labour, Material, Royalty Tax but excluding GST)
80
7500
600000
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Item No : 3.5(i) Item Description : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Including all T&P, Labour, Material, Royalty Tax but excluding GST)
30
163
4890
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Item No : 11.4 I (i) Item Description : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 (i)Nominal mix 1:3:6 (Including all T&P, Labour, Material, Royalty Tax but excluding GST)
7.5
6500
48750
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Grade M-20 (Including all T&P, Labour, Material, Royalty Tax but excluding GST)
15
6900
103500
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. (Including all T&P, Labour, Material, Royalty Tax but excluding GST)
1.3
81000
105300
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Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including all T&P, Labour, Material, Royalty Tax but excluding GST)
300
145
43500
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First Year Maintainance (@0% of Total Work Amount of S.No. 1 to S.No.12)
1
-
-
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Second Year Maintainance (@0.25% of Total Work Amount of S.No. 1 to S.No.12)
1
3492
3492.45
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Third Year Maintainance (@0.50% of Total Work Amount of S.No. 1 to S.No.12)
1
6984
6984.9
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Fourth Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.12)
1
10477
10477.35
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Fifth Year Maintainance (@1.0% of Total Work Amount of S.No. 1 to S.No.12)
1
13969
13969.8
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