Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2025
Closing Soon31 May 2025
Tender Amount₹ 2,03,771
Costs
EMD
₹ 4,075Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ZPHD_847514_17Tender No
NIT 393 PAVER BLOCK ROADTender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://https://www.udzp.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding
cost of labour and materials for formwork & reinforcement works.
(a) M-15 Grade Using concrete mixer. (Pakur Variety)
2.88
5155
14846.9184
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Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material.
(c) 60 mm thick interlocking designer concrete paver block M- 35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation.)
120
1099
131880
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Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in- Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
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Earthwork in embankment from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)(i) In ordinary soil with manual compaction
36
269
9709.199999999999
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Add GST @18%
1
-
-
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Add Cess @1%
1
2017
2017.54
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