Department Of Local Administration Tender
View complete overview of Puducherry DLA Tender
Department Of Local Administration - DLA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Jul 2024
Closing Date17 Jul 2024
Tender Amount₹ 14,52,382
Costs
EMD
₹ 29,050Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DLA_16056_1Bid Award Id
ViewTender No
17/KM/e-tenders/2024-25Tender Authority
Department Of Local Administration ViewPurchaser Address
-Website
http://http://www.dla.go.th/en/
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Documents
BOQ Items
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:2:4 (1 cement:2coarse sand : 4 graded stone aggregate 20mm nominal size)
9
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13.16.1 6mm cement plaster of mix :Cement mortar 1:3 (1 cement : 3 fine sand)
71
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5.12 Providing ,hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands , copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centring, shuttering, but excluding cost of reinforcement with 1:2:4 (1 cement :2 coarse sand:4 graded stone aggregate 20mm nominal size)
1.5
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5.22.7 Steel Reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo - Mechanically treated bars(ISI BRAND OF APPROVED MAKE) Fe 415 or more
195
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4.91.1B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by machanical means - Water bound macadam Gr-I with moorum or Gravel screening. (As per MoRTH specification, 4th Revision)
58
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4.92.1C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by machanical means - Water bound macadam Gr-II with moorum or Gravel screening. (As per MoRTH specification, 4th Revision)
57
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5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)
1634
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5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4 th revision)
1634
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5.3A Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade I metal and bitumen 60/70 grade.
82
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5.7B Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smoorth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen 60/70 grade.
41
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19.6.7 Providing and laying non - pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete - 600 mm dia R.C.C. pipe
6
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