Department Of Local Administration Tender
Download documents of Puducherry DLA Tender
Department Of Local Administration - DLA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Jun 2023
Closing Date6 Jul 2023
Tender Amount₹ 19,82,759
Costs
EMD
₹ 39,655Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_DLA_13013_1Bid Award Id
ViewTender No
OM/e-tenders/740/2023-24Tender Authority
Department Of Local Administration ViewPurchaser Address
-Website
http://http://www.dla.go.th/en/
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Documents
Providing road facilities to Muthalamman Nagar at Ganapathychettikulam in Kalapet Constituency.
Providing road facilities to Muthalamman Nagar at Ganapathychettikulam in Kalapet Constituency.
BOQ Items
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Code No. 16.68
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with coarse sand etc. all complete
60
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Code No. 13.16.1
6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
115
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Code No. 4.2.5
Providing and laying cement concrete in retaining walls , return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks , anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size)
19.5
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Code No. 15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
4
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Code No. 4.1.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:1.5:3 (1 cement: 1.5 coarse sand : 3graded stone aggregate 20mm nominal size)
25
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Code No. 4.3.2
Centering and shuttering including strutting, propping etc. and removal of form work for - Retaining walls , return walls, walls (any thickness) including attached pilasters, buttresses plinth and string courses fillets, kerbs, steps, etc.
96
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Code No. 31.161.1D (Addendum)
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.
230
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Code No. 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m -All kinds of soil.
85
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Code No. 5.28
Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS:1838 including for cost of primer, sealing compound in expansion joints
9
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Code No. 10.25.1
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required all complete
1059
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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 out 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
230
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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 work upto plinth level -1:5:10 (1 cement : 5coarse sand : 10 graded stone aggregate 40mm nominal size)
65.5
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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
3
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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)
3
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Code No. 0322(Basic rate) (Addendum)
Hiring charges for front end loader JCB as directed by the Engineer-in-charge.
6
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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)
1001
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Code No. 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 : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
0.25
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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)
85
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