Irrigation And Water Resources Department Tender
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Costs
EMD
₹ 12,40,000Document 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
2018_HRY_68639_1Bid Award Id
ViewTender No
08/2018Tender 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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Earthwork for lip-cutting for lining of irrigation channels, inclusive of all allowances, lead and dressing 0 to 1.50 depth. HSR item No. 19.23 (a).
6547.16
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Dismantling dry brick work. HSR item No. 8.5 (i)
371.56
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Design mix cement concrete of grade M-15 with minimum cement contents 240 kg per cum in foundation & plinth. HSR item No. 10.64 and A&C slip no 19 dated 17.08.2017.
2704.39
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Supply of 150 micron polythene sheet
781.08
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Laying of 150 micron polythene sheet.
5527.79
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Lining with Design mix cement concrete of grade M-15 with minimum cement contant 240 kg/cum, 75 mm thick in curve portion and side slope manually including cement sand slurry, form work, dressing and preparation of sub grade (HSR item No 10.64, 19.12, 19.2 & 19.15 (b)
74968.34
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Lining with Design mix cement concrete of grade M-15 with minimum cement contents 240 kg/cum, 75 mm thick in bed manually including cement sand slurry, form work, dressing and preparation of sub grade. HSR item No. 10.64, 19.12, 19.1 and 19.15 (a)
10086.71
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Providing, lowering, cutting, jointing and testing RCC 1200 mm dia pipe class-NP-3 as per 458-2003 with spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1.5 cement sand mortar and with enddowels filled with 1:1.5 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot and socket joints cutting and finishing the cut surface to uniform finish etc. as fully described in HSR item No. 29.38, 29.44, 29.45 & 29.46 including cartage, loading and uploading complete in all respect. HSR item No. 29.96 A&C Slip No. 14 dated 19.08.2015.
60
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Providing, lowering, laying, cutting ( cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED 300 mm dia RCC NP2 MARKED WITH IS: 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc., complete in all respects to the satisfaction to the Engineer-in charges. HSR item No. 28.60 A& C Slip NP. -9 dated 04.11.2010.
145
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Design mix cement concrete of grade M-25 with minimum cement contents 300 kg per cum in foundation & plinth. HSR item No. 10.66 and A&C slip No. 19 dated 17.08.2017.
1184.24
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Filling expansion joints, with special Imprevious hot pour, 12 mm vide. HSR item No. 19.17.
219547.2
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Removing hume/RCC pipes 1200 mm dia NP3. HSR item No. 8.35 (c)
60
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Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed with all lead and lift with minimum lead of 1.00 Km including breaking of clods. HSR item No. 5.2 (b), 4.1 (a), note-III of chapter No.6 and 6.3 (i).
47195.14
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Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a cobined lead 15 metres including breaking of clods. (HSR item No. 6.2 (b) (i) and 6.3(i).
9869.34
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Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a cobined lead 30 metres including breaking of clods. (HSR item No. 6.2 (b) (c) (i) and 6.3(i).
5351.54
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First class brick work laid in cement sand mortar 1:3 in foundation and plinth. HSR item No. 11.5
538.06
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Cement concrete 1:4:8 with brick ballast 40 mm nominal size in foundation & plinth. HSR item No 10.36.
1222.76
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Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. HSR item No. 6.6.
3394.44
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Fe-500 EQR TMT Steel bars for RCC, works, where not including in the complete rate of RCC including bending, binding and placing in position complete. HSR item No. 18.22 and A & C SLIP No. CZC-5 dated 03.07.2009.
1091.08
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Shuttering for faces of concrete foundation and foundation beams (vertical or battering). HSR item No. 9.13.
3318.17
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Centring and shutering for faces of walls, partitions, retaining walls, well steining and the like 9 vertical or battering) including attached pilasters, butteresses.HSR item No. 9.5.
1573.65
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Centering and shuttering for slab culverts upto 3 metres span HSR item No. 9.18 (a).
700.78
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Dry brick-on-edge paving sand grouted over 50 mm thick earth and mud plaster. HSR item No. 14.20
3344.4
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Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation & plinth. HSR item No 10.40.
251.3
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Restoring of road cut, in level with existing road surface, including preparation of sub grade laying and re-laying of soling and laying and consolidation of wearing coats to water bound macadam specification, and laying 20 mm thick pre mix carpet, on top including cost of tack and seal coat, complete in all respect. HSR item No. 24.38.
3015.53
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Dismantling cement concrete plain 1:3:6. HSR item No. 8.6 (c).
576.95
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Design mix cement concrete of grade M-10 with minimum cement contents 220 kg per cum in foundation & plinth. HSR item No. 10.63.
83.28
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Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel-reinforcement, centring and shuttring in foundation and plinth. HSR item No. 10.79.
6.96
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Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. HSR item No. 10.41
23.99
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First class brick work laid in cement sand mortar 1:4 in foundation and plinth. HSR item No. 11.4.
1914.44
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Supply of APM block.for outlets.
29
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Dismantling of road including soling and wearing coat, screening and stacking of old servicable material, complete in all respect. HSR item No. 24.37.
942.01
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Credit of dismantled brick work material.
1746.85
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Credit of dismantled tile lining material.
3717.73
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Credit of steel scrap
72.49
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Credit of RCC pipe 1200 mm dia NP-3
60
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