Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 46,59,000
Costs
EMD
₹ 4,33,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUBZ_1006501_2Bid Award Id
ViewTender No
406/04 E-NIVIDA-BASTI CIRCLE/24-25 DATED-20-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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CEMENT TREATED SUBBASE Providing, laying and spreading, Material on a prepared sub grade (GSB) adding cement @ 2% by weight to tbe spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.
197
3995
787015
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CEMENT TREATED BASE WBM Grade-III Providing, laying and spreading Material on a prepared sub base, adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the Road roller at OMC to achieve the desired unconifined compressive strength and to form a layer of base.
300
4717
1415100
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Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503.(Including cost of Bitumen)
3375
15
50625
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen 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 Type C as per Technical Specification Clause 508.(Including cost of Bitumen)
3375
200
675000
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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 Technical Specification Clause 510. (Including cost of Bitumen)
3375
71
239625
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Earth work in patries with ordinary soil (loam,clay and sand) excavation to be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, 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 30 m distance as directed by the Engineer-In-Charge including mechanically compaction without royalty as per ( S.I. No. 253) in
650
105
68250
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NP3 Hume Pipe Culvert 600 mm Dia- 2 No. Earth work in excavation in foundation as per S.I. No. 251
23.35
120
2802
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Concrete with 40 mm gauge brick ballast, fine sand of 1.25 F.M. and cement in the proportion of 6:3:1 as per S.I. No. 280
3.88
6550
25414
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Supply of 600 mm dia Hume Pipe NP-3 type
7.5
2665
19987.5
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Laying of R.C.C. Hume pipe in construction of culvert.
3
425
1275
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Class 150 A brick work in 1:3 cement and fine sand mortar As per S.I.No. 306
2.61
5150
13441.5
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Class 150 A brick work in 1:3 cement and coarse sand in super structure As per S.I.No. 307
1.26
5440
6854.4
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Struck pointing with 1:2 cement and fine sand. As per SI. NO. 574
16.49
190
3133.1
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Earth work in ordinary soil. As per SI. No. 253
46.25
105
4856.25
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Cost of IInd Year Maintenance @ 0.75%
1
33204
33204
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Cost of IIIrd Year Maintenance @1.50%
1
66409
66409
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Cost of IVthYear Maintenance @2.25%
1
99613
99613
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Cost of Vth Year Maintenance @3.00%
1
132818
132818
Evaluation Notes How It Works ?
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