Irrigation And Water Resources Department Tender
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Costs
EMD
₹ 4,55,720Document 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_81363_1Bid Award Id
ViewTender No
34/2019Tender 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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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.
761.32
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Laying of 150 micron polythene sheet. N S
1630.29
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Supply of 150 micron polythene sheet N S
230.36
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Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a combined lead upto 15 mtr including breaking of clods. HSR item No. 6.2 (b) and 6.3 (i).
11921.37
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Earth work for lip cutting for linning of irrigation channels,inclusive all allowencs, lead and dressing 0 to 1.5m depth. HSR item No. 19.23 (a)
584.88
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Extra for compaction of earth laying as per specifications, watering the earth laid in 25 cm layers with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density not less than 25% maximum dry density (ordinary protector test). HSR item No 6.2(g) (i) (iii) (-) 6.3 (i) and 6.2 (g) (v).
2400.07
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Providing and fixing gates and gearing as per approved design and specification as directed by Engineer incharge.
1.5
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Providing and fixing of APM block outlet. N.S.
20
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Rerinforced cement concrete 1:2:4 Kilometre stone (ordinary) of stanndard design,fixed in position, including finishing but excluding painting. HSR item No. 10.129 (ii).
41
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Cement pointing 1:2 deep variety on brick work HSR item No. 15.60
14919.01
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Cement concrete 1:4:8 with brick ballast 40 mm nominal size in foundation & plinth. HSR item No 10.36
205.9
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Cement concrete 1:6:12 with brick ballast 40 mm nominal size in foundation & plinth. HSR item No 10.30.
167.2
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First class brick work laid in cement sand mortar 1:3 in foundation and plinth. HSR item No. 11.5
814.48
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First class brick work laid in cement sand mortar 1:4 in foundation and plinth. HSR item No. 11.4.
577.72
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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.
2123.21
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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
12.4
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Dismantling Brick Work, Tile Massonry or Tile Lining and Tile Terracing in cement. HSR item No. 8.5 (b)
1933.72
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Dismantling cement concrete plain 1:6:12. HSR item No. 8.6(a).
42.6
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Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel-reinforcement centering and shuttering in foundation and plinth. HSR item No. 10.79+10.95 (a).
87.16
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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.
80
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Fe-500 EQR TMT Steel bars OR Cold twisted deformed ( ribbed/TOR 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 and A & C SLIP No. CZC-24 dated 04.09.2018.
148.76
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Extra allowance for form work in concrete lining in bed for coping. HSR item No. 19.15 (a).
195.6
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Shuttering for faces of concrete foundations and foundation beams (vertical or battering) HSR item No. 9.13.
70.03
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Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, butteresses etc. HSR item No. 9.5
175.8
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Centering and shuttering for slab culverts upto 3 metres span HSR item No. 9.18 (a)
188.15
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12 mm thick cement plaster 1:4 plaster on wall HSR item No. 15.5.
74.78
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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.
334.44
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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.
668.88
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Dismantling reinforced cement concrete with cleaning and straightening and cutting of bars if required. HSR item No. 8.6(e).
48.56
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Filling expansion joints, with special Imprevious hot pour, 12 mm vide. HSR item No. 19.17.
65572.84
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Dry brick-on-edge paving sand grouted over 50 mm thick earth and mud plaster. HSR item No. 14.20
1337.76
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Providing, lowering, cutting, jointing and testing RCC 450 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.
1310
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Providing, lowering, cutting, jointing and testing RCC 900 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.
40
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Single layer brick lining for irrigation channels for discharge upto 150 cusecs on sides slopes and curve portion consisting of 10 mm thick 1:6 cement plaster on well dressed and prepared sub grade, 10 mm thick 1:3 cement plaster over first plaster and first layer of 6.83 thick brick layer with first class brick size 22.86 cm x 11.11 cm x 6.83 cm laid in 6mm thick 1:3 cement sand mortar including dressing and preparation of sub grade, allowances for scaffolding, templete, water supply arrangement, collection of Kattlesand curring as per approved design/drawing and specification. HSR item No. 19.30 (b), 19.2, 19.13 (b), 19.14, 19.16 and 19.21 per sqm.
404.82
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Single layer brick lining for irrigation channels for discharge upto 150 cusecs in bed consisting of 10 mm thick 1:6 cement plaster on well dressed and prepared sub grade, 10 mm thick 1:3 cement plaster over first plaster and first layer of 6.83 thick brick layer with first class brick size 22.86 cm x 11.11 cm x 6.83 cm laid in 6mm thick 1:3 cement sand mortar including dressing and preparation of sub grade, allowances for scaffolding, templete, water supply arrangement, collection of Kattlesand curring as per approved design/drawing and specification. HSR item No. 19.30 (b), 19.2, 19.13 (b), 19.14, 19.16 and 19.21 per sqm.
278.05
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Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a combined lead upto 495 mtr including breaking of clods. HSR item No. 6.2 (b), (c), (i), (ii) (iii)and 6.3 (i).
23435.11
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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).
3111.45
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Removing hume/RCC pipes 900 mm dia NP3. HSR item No. 8.35 (c)
40
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Dismantling dry brick wrok. HSR item No. 8.5 (i)
152.52
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Credit of RCC Pipe 900 dia NP2
40
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Credit of old steel scrap.
43.23
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Credit of dismantled tile lining material
1141.7
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Credit of dismantled brick work material.
944.54
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