Department Of Local Administration Tender
View complete overview of Puducherry DLA Tender
Department Of Local Administration - DLA Tender
Civil And Construction
Eprocure
Opening Date10 Jul 2024
Closing Date22 Jul 2024
Tender Amount₹ 13,11,299
Costs
EMD
₹ 26,226Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DLA_16051_1Bid Award Id
ViewTender No
MCP/e-tenders/016/2024-25Tender Authority
Department Of Local Administration ViewPurchaser Address
-Website
http://http://www.dla.go.th/en/
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Documents
BOQ Items
Code No.2.27C.1: Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth , breaking clods , watering , rolling each layer with 1/2 tonne roller , or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (Payment will be made based on level measurement)
227
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Code No.4.1.10: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All works upto plinth level -1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
6
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Code No.5.1.2: Providing and laying in position specified grade of reinforced cement concrete ,excluding the cost of centering ,shuttering , finsishing and reinforcement -All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6
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Code No.5.2.2: Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level excluding cost of centering and shuttering, finishing and renforcement 1 :1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size)
2
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Code No.5.3: Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
7
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Code No.5.9.1: Centering and shuttering including strutting, propping etc. and removal of form for : Foundation, footings, bases of columns etc. for mass concrete.
8
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Code No.5.9.3: Centering and shuttering including strutting, propping etc. and removal of form for: suspended floor, roofs, landings, balconies and access platform.
51
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Code No.5.9.5: Centering and shuttering including strutting, propping etc. and removal of form for: lintels, beams,plinth beams, girders,bressumers and cantilevers.
39
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Code No.5.9.6: Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
34
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Code No.5.22.6: 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 TISCON/VIZAG/IISCO/SAIL/JSW) Fe - 415 or more
2030
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Code No.6.1.2: Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand).
10
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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 tc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
1362
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Code No.11.3.1: Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate.
36
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Code No.13.1.2: 12mm cement plaster of mix -1:6 ( 1 cement 6 fine sand)
15
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Code No.13.11: 18mm cement plaster in two coats underlayer 12mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1cement : 6 fine sand).
53
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Code No.13.16.1: 6mm cement plaster of mix 1:3 ( 1 cement : 3 fine sand)
81
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Code No.13.37.1: White washing with lime to give on even shade- New work(three or more coats)
100
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Code No.13.39.2: Colour washing such as green, blue or buff to give an even shade - New work (two or more coats) with a base coat of whiting.
57
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Code No.31.160.1B: Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore /Nandi) (1 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. - 25mm dia.
45
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Code No.31.173.1B: Providing and fixing in position UPVC moulded saddle set (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 x 20mm dia
10
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Code No.31.161.1D: Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.6 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.
143
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Code No.4.91B: 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 manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)
58
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Code No.4.92C: 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 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)
43
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Code No.6.1MO: Cleaning the existing W.B.M. road surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 502.4.2 and 503.3.1 of MOST specification.
544
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Code No.6.5F.1MO: Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm.
544
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Code No.6.11B MO: Providing and laying open graded premix carpet 20mm thick on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.
544
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Code No.6.17MO: Providing and applying premixed seal coat type `B' comprising of thin application of fine aggregate premix with bitumen binder in mini hot mix plant, carriage manually of mixed material and laying and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification
544
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