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 Date9 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 26,02,141
Costs
EMD
₹ 52,043Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DLA_15223_1Bid Award Id
ViewTender No
MCP/e-tenders/099/2023-24Tender Authority
Department Of Local Administration ViewPurchaser Address
-Website
http://http://www.dla.go.th/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Code No.15.2.2: Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
18
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Code No.30.7: Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
52
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Code No.4.1.10: Providing and laying in position cement concrete of specified grade excluding the cost of centerings and shuttering- All works upto plinth level 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size).
64
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Code No.4.3.1: Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns
862
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Code No.4.1.5: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
112
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Code No.4.1.3: Providing and laying in position cement concrete of specified grade excluding the cost of centerings and shuttering- All works upto plinth level 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size)
15
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Code No.13.1.1: 12mm thick cement plaster of mix :Cement mortar 1:4 ( 1 cement :4 fine sand)
840
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Code No.3.11: Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per Clause 305.
450
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Code No.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 centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
20
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Code No.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
2400
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-
Code No.10.25.2: Steel work welded in built up sections /framed work , including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
200
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Code No.2.10.1.2: Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting but the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes,cables etc , exceeding 80mm dia but not exceeding 300 mm dia
322
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Code No.2.10.1.1: Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting but the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes,cables etc , not exceeding 80mm dia
770
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Code No.15.43.2: Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - bituminous road
10
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Code No.31.161.1F: Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.60 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 110mm dia.
322
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Code No.31.161.1D:Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.60 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 75mm dia.
770
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-
Code No.31.164.1I: Providing and fixing in position UPVC moulded equal Tee (Finolex / jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -110mm dia
8
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Code No.31.167.1J: Providing and fixing in position UPVC moulded reducer coupler (Finolex /jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 75mm dia
5
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Code No.31.171.1I: Providing and fixing in position UPVC moulded endcap (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia
4
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Code No.31.5.1B: Making connection of uPVC distribution branch with Upvc main of following sizes by providing and fixing tee including cutting the pipe etc.,compete.-110 mm dia to 160 mm dia nominal bore.
3
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