Public Works Department Tender
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Public Works Department - PWD Tender
Civil Works
Eprocure
Opening Date21 Nov 2019
Closing Date27 Nov 2019
Tender Amount₹ 10,80,000
Costs
EMD
₹ 1,08,000Document Cost
₹ 725Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEJNS_405949_1Bid Award Id
ViewTender No
2265(1)/NIVIDA/2019-20, DATE- 13-11-2014Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing, laying,and spreading material on a prepared sub base cement @ 4% by weight to the spread material manualy mixing in place with rotavetor and compacting with the road roller at OMC to achieve the desired unconfirmed compresive strength and to from a layer of base
105
-
2360
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Providing and applying tack coat with Bitumen (V.G.-10 Gr.) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface ( treated with Primer) cleaned with Hydraulic broom as per Technical Specification Clause 503.
750
-
9.8
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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 either using penetration grade bitumen (VG-10 Gr.) 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.
750
-
109
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Providing and laying seal coat by mannual means with VG-10 Gr. grade bitumen 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
750
-
34.3
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FOR HUME PIPE CULVERT
Earthwork in excavation for foundation in BC soil including lift up to 1.5 m lead up to 30 m, including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter , dressing of sides & bottom, backfilling the excavated earth to the required extent and utilising the remaining earth locally for roadwork. SI No-257
13.4
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142
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Sand filling in plinth including supply of necessary qty. of sand from a distance ont exceeding 8 km from the site of work and imcluding watering dressing etc. rate of including cost of material, labour and tools and plants etc. required for proper comletion of work. ( SI no-255)
3.6
-
1808
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Plain cement concrete mix 1:3:6 C:CS:crushed stone aggregate 40 mm nominal size , placed in foundation and compated by vibration including curing for 14 days as per SOR SI no 280
5.45
-
4205
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Providing & Laying reinforced concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand)[As per MORD Specification No 9.3 - 1100(B)] 1000 mm dia NP3 Hume Pipe
7.5
-
7498
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Brick masonry work in cement mortar 1:4 for substructure complete as per drawing and Technical Specifications
9.9
-
5656
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Raise pointing work in ratio 1 : 2, with cement & sand moortar I/C all cost of material, labour, T&P etc., as required for proper completion of work in RCR face walls, piller's etc.,in. SI No. 577
39.1
-
142
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Providing and laying CC in mix 1:2:4 with cement, coarse sand and 20 mm gauge stone ballast including supply of all material etc. complete work. SI no 282
0.16
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6328
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Plastering with cement mortar (1:4) 12 mm thick. On RCR work in substructure as per technical specification clause 613.4&1204 SI no.17.58
0.81
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140
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