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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC NO 10 MAILAM ROAD SILLUKARIPALAYAM KUMALAM POST PUDUCHERRY 605 107 | VILLUPURAM | TAMIL NADU | 605107 | L1 | Accepted-AOC Work order issued | |
| 2 | L2₹17.0 L+₹23,424 (1.39%)Rejected-Finance NO 851 15 MARIYAMMAN KOIL STREET KUILAPALAYAM PERIYABABUSAMUTHIRAM POST VILLUPURAM DISTRICT | L2 | Rejected-Finance L2 rejected | |
| 3 | L3₹17.2 L+₹42,975 (2.56%)Rejected-Finance MURUGAN KOIL STREET SEER SELVA MURUGAN NAGAR SELLIPET PUDUCHERRY | PONDICHERRY | PUDUCHERRY | 605001 | L3 | Rejected-Finance L3 rejected | |
| 4 | L4₹18.2 L+₹1.4 L (8.47%)Rejected-Finance PLOT NO 10 MAILAM ROAD SILLUKARIPALAYAM KUMALAM POST PUDUCHERRY 605 107 | PONDICHERRY | PUDUCHERRY | 605107 | L4 | Rejected-Finance L4 rejected |
Tender Value
₹20.1 L
EMD Value
₹40,291
Closing Date
5 Nov 2024, 3:30 pmClosed
Commissiioner, Mannadipet Commune Panchayat
Mannadipet Commune Panchayat, Thirubuvanai
Formation of 5th cross road extension in Thoppu theru and Construction of culvert and earthern drain on the southern side of school compound wall in P.S.Palayam village in Mannadipet Constituency
2024_DLA_16772_1
MCP/e-tenders/037/2024-25
Open Tender
Civil Works - Roads
Item Rate
90 days
P.S.Palayam village
Refer tender document
2 documents required · 2 mandatory
₹525
₹40,291
11 Feb 2025
25 Oct 2024
5 Nov 2024
25 Oct 2024
5 Nov 2024
25 Oct 2024
Amount
Code No.2.1.1: Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50m and lift up to 1.5m - All kinds of soil
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.2.27C.1: Supplying and filling with gravel (excluding rock) in layers not exceeding 20 cm 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).
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.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 fine aggregate :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 plith level - 1:3:6 (1 cement : 3 fine aggregate : 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 centerings and shuttering- All works upto plinth level 1:5:10 (1 cement :5 fine aggregate :10 graded stone aggregate 40mm nominal size).
Code No.4.3.1: Centering shuttering including strutting, propping etc. and removal of form work for foundation, footing, bases for columns.
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
Code No.11.3.1: Cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate : 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.13.1.1: 12mm cement plaster of mix 1:4 (1 cement : 4 fine aggregate)
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.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)
Code No.30.7: Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
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)
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)
Code No.7.23A.MO: Providing and fixing premoulded bitumen joint filler, for expansion joints including the cost of sealing compound and priming coat - 12 mm wide
Code No.19.6.5: Providing and laying non - pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete - 450 mm dia R.C.C. pipe
Maha Costructions (BID ID -52549)
S Palanivel (BID ID -52555)
THANGARASU T (BID ID -52482)
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