Irrigation And Water Resources Department Tender
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Costs
EMD
₹ 24,76,360Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_HRY_93817_1Bid Award Id
ViewTender No
08/2019Tender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://https://hid.gov.in/
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Documents
BOQ Items
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Supply fabrication, fixing and Testing of stainless steel (SS-316) Manual Coarse Bar screen with flat bar 50mm X 10mm, Spacing of bars 50mm suitable for mounting in channel of specified size with inclination not more than 45 degree and a movable covered containers of 1 cum capacity complete in all respect as per technical specification and the direction of the Engineer. Manually Raked Coarse Bar Screen with 50 mm clear opening for following PEAK FLOW and upto 3m channel depth. (55.1 MLD to 60 MLD)(HSR item No.18.3.13)
2
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Structural steel work in compound girders or stanchions built up from two or more R.S joists or channel section or plates, angle etc. welded including cutting and fixing all lattice bars, stifffeners, gusset plates, bolts, nuts, welding rods, etc. complete with flange plates, heads, sole plates, angle connections etc., with hoisting and erecting in positing:-with two or more R.S joists (HSR item No. 18.9(a))
8.56
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Providing bedding/hunching for pipe with clean sand passing through IS sieve 2.36 mm and retained on 180 micron sieve in layers including ramming consolidation complete in all respect as per specification and the direction of the Engineer with all lead and lift Excluding screening, cleaning and washing etc.(HSR No.28.50(b) derive.
2106.88
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E/work excavation duly dressed with 30 mtr lead .(HSR No. 6.2(b) (c ) (i) and 6.3(i)
1874.67
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Providing lowering, cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 which spigot & socketted joints manufactured with ISI 12330 with rubber rings ISI marked antitermmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and level inculding dressing and trimming and cutting of concrete beds and sides of trenches, if required,joints at an angle of 45 degree with face of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item No. 29.38,29.44,29.45,&29.46 including cartage loading and un loading complete in all respects.The internal diametric of the sewer being:1400mm dia (HSR item No.29.96 (XI))
9256.5
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Providing lowering, cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 which spigot & socketted joints manufactured with ISI 12330 with rubber rings ISI marked antitermmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and level including dressing and trimming and cutting of concrete beds and sides of trenches and jointing with 1:1 1/2 cement sand mortor and finishing the joints at an angle of 45 degree with face of spigot of socket joints cutting and finishing the cut surface ot a uniform finish ted as fully described in HSR item loading and un loading complete in all respects. The internal diametric of the sewer being:1200MM dia ( HSR item No. 29.96(X))
5172.5
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Providing lowering, cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 which spigot & socketted joints manufactured with ISI 12330 with rubber rings ISI marked antitermmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridient and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber ring in trenches and jointing with 1:1 1/2 cement sand mortor and finishing the joints at an angle of 45 degree with face of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc, as fully described in HSR item No.2938,39.44,29.45 & 29.46 including cartage loading and unloading complete in all respects. The internal diametric of teh sewer being: 700mm dia (HSR item No. 29.96.1(VI)
2717.5
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Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15cm layers including ramming watering and consolidating lead upto 30 metres (HSR item no 6.13(a))
8759
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Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal.HSR item No.9.1
265.44
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Providing and fixing steal bar embedded plastic step complate ( HSR No 29.28)
84
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Centering and shutering for slab upto 3 meter (HSR item No. 9.18 (a))
15.05
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Design mix concrete of grade M-10 (HSR item No. 10.63)
483.86
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Design mix concrete of grade M-15 stone aggregate 20mm nominal size in foundation and plinth with minimum cement content 240kg/cum(HSR item No. 10.64)
1479.81
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Design Mix Cement concrete grade M-25 for RCC work with minimum cement content 300kg/cum but excluding steel reinforcement centering and shuttering in foundation and plinth (HSR item no.10.66)
43.15
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First class brick work laid in cement sand mortar 1:4 in foundation and plinth. HSR item No.11.4
1682.06
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20mm thick cement plaster 1:4 in 2 coats work. HSR item no.15.15
993.56
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Painting one coat with ready mixed paint for metallic surfaces in all shades on old steel or iron work.HSR item no.16.11
60
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Cold twisted deformed (ribbed/or steel ) bars for R.C.C works, where not included in the complete rate of R.C.C including, bending, binding and placing in position complete.(HSR item No. 18.22)
41.08
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Providing and fixing SFRC MANHOLE OVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking handling re-handling etc. complete in all respect to the satisfaction of engineer in charge.(HSR item No.29.94)
42
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Earthwork Excavation in foundation and tranches in all kind of soil, not exceeding 2 mtr depth including dressing of bottom disposal of surplus soil with in lead 30mtr (HSR item no.6.6)
766.92
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Providing, lowering, laying cutting jointing with rubber ring and testing of SPIGOT & SOCKETTED RCC NP2 marked with IS: 458-1988 600mm dia.(HSR item No. 28.60)
40
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Earthwork Execution for filling dressed with all lead and lift with minimum lead 1.00 KM (HSR item no 5.2(b) &4.1 and 6.3(i)and note chapter iv (III).
80271.54
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Reinforced cement concrete 1:2:4 ordinary K.M. stone of standard design, fixed in position including finishing. (HSR item no.10.129(ii)
44
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Reinforced cement concrete 1:2:4 standard design boundary piller (RD Stone), fixed in position including finishing. (HSR item no. 10.131
88
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Painting RD stone / boundary pillars with synthetic enamel paint.(HSR item No. 16.75
132
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Credit of dismantlled brick work
4424.01
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