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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-AOC | L1 | Accepted-AOC lowest tenderer | |
| 2 | Rejected-Technical PUDUCHERRY 605005 | PONDICHERRY | PUDUCHERRY | 605005 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical NO 25 5TH CROSS KATTABOMMAN NAGAR MANAVELY ARIYANKUPPAM PUDUCHERRY 605 007 | PONDICHERRY | PUDUCHERRY | 605007 | - | Rejected-Technical L2 |
Tender Value
₹19.7 L
EMD Value
₹39,335
Closing Date
25 Jan 2021, 3:30 pmClosed
The Commissioner, OM
II cross, Jawahar Nagar, Puducherry-5
Resurface dressing to the Konjumkili Mariamman koil streets and left out streets in Shanmugapuram including improvements to drain in Kathirkamam Constituency, Puducherry
2021_DLA_7482_1
OM/e-tenders/439/2020-21
Open Tender
Civil Works
Works
90 days
KATHIRKAMAM
Please refer Tender documents
3 documents required · 3 mandatory
₹525
₹39,335
7 Oct 2021
18 Jan 2021
25 Jan 2021
18 Jan 2021
25 Jan 2021
18 Jan 2021
Amount
Code No. 2.27A.1 Supplying and filling with gravel (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift
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 plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
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 plinth level-1:3:6 (1cement: 3coarse sand : 6 graded stone aggregate 20mm nominal size)
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)
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 etcupto 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)
CODE NO: 4.3.1 Centering shuttering including struttings, propping etc. and removal of form work for foundations, footings, bases for columns.
CODE NO: 4.3.2 Centering shuttering including struttings, 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 and steps etc.
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 staircases, including use of chequered plate wherever required all complete
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
CODE NO: 13.8.3 12 mm cement plaster of mix 1:5 (1 cement : 5 fine sand)
CODE NO: 13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
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)
CODE NO: 3.15 Scarifying the existing bituminous surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1000 metres - by mechanical means.
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 wheeld 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)
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 / 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)
CODE NO: 5.5 Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross-section specified ,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision)
CODE NO: 5.9A Providing and laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 19mm nominal chipping size. (As per as per clause 510 of MoRTH specification, 4th Revision)
CODE NO: 6.1.MO 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 sand 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
CODE NO: 6.2.MO Cleaning of the existing black topped surfaces with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 503.3.1 of MOST specification
CODE NO: 6.5E.1.MO Providing and applying tackcoat on the prepared surface, heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on black topped surface bitumen @ 5kg/10sqm
CODE NO: 6.5F.1.MO Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen with spray set fitted on bitumen boiler-on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm
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 6to10 tonne laying manually and rolling with power roller 8to10 tonne but excluding cost of primer / tack coat. As per clause no 509 of MOST specification
CODE NO: 6.17.MO 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 8to10 tonne. As per clause no 513 of MOST specification
S Selvam
A KRISHNAN
R Kamaraj
P RAJENDIRANE
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finance_7682.pdf
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