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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.2 LAccepted-AOC NO 173 PERUMAL KOIL STREET KATTERIKUPPAM PUDUCHERRY 605 502 | VILLUPURAM | TAMIL NADU | 605502 | L1 | Accepted-AOC Lowest bidder | |
| 2 | Rejected-Technical NO 273 10TH CROSS DR R K NAGAR MOOLAKULAM PUDUCHERRY 605110 | CUDDALORE | TAMIL NADU | 605110 | - | Rejected-Technical Rejected | |
| 3 | Rejected-Technical NO 851 15 MARIYAMMAN KOIL STREET KUILAPALAYAM PERIYABABUSAMUTHIRAM POST VILLUPURAM DISTRICT | - | Rejected-Technical Rejected |
Tender Value
₹31.9 L
EMD Value
₹63,886
Closing Date
13 Oct 2022, 3:30 pmClosed
The Commissioner MCP Thirubuvanai
Mannadipet Commune Panchayat Thirubvuanai
Improvement to the road and drainage facilities to the Mettu street at Chettipet village (Phase-I)
2022_DLA_11117_1
MCP/e-tenders/056/2022-23
Open Tender
Civil Works
Item Rate
120 days
Chettipet village
Refer tender documents
2 documents required · 2 mandatory
₹525
₹63,886
6 Mar 2023
3 Oct 2022
14 Oct 2022
3 Oct 2022
13 Oct 2022
3 Oct 2022
Amount
Code No.2.31: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
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
Code No.2.8.1: Earthwork 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
Code No.30.7: Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
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)
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 plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
Code No.4.3.1: Centring and shuttering including strutting , propping etc. and removal of form work for - foundations, footings, bases for columns
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
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
Code No.13.16.1: 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
Code No.4.12B.2: Providing , laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC using with concrete mixer at site,laying in uniform layer by manual means in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achive the desired density.
Code No.5.5: Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite ction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may e 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 Revisi
Code No.4.93.1C: 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 3 wheeled 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 mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)
Code No.6.5E.1MO: 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.1MO: Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the butumen with sprayset fitted on bituman boiler - on granular base such as WBM and WMM not bitument 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 or 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 premer/tack coar. As per clause no 509 if MOST specification.
Code No.6.17MO: Providing and applying premixed seal coat type B comprising of thin application of fine aggregate premix with bitumen binding 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.
M SARAVANAN
Maha Costructions
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finance_11366.pdf
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