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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC First Lowest |
| 2 | L2₹1.5 Cr+₹15.4 L (11.9%)Rejected-AOC | ₹1.5 Cr+₹15.4 L (11.9%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹1.5 Cr+₹19.4 L (14.9%)Rejected-AOC | ₹1.5 Cr+₹19.4 L (14.9%) | L3 | Rejected-AOC Third Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
1 Feb 2021, 5:00 pmClosed
Superintending Engineer
O/o the superintending engineer,project circle,piravom
Construction of Flush escape leading channel Chute Protection work of natural thodu
2021_Irrig_407665_1
01/SEPCP/2020-21/S
Open Tender
Civil Works - Canal
Item Rate
270 days
Near Jospuram Angamaly Ernakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,505
₹50,000
Yes
O/o the superintending engineer,piravom
13 Apr 2021
21 Jan 2021
5 Feb 2021
21 Jan 2021
1 Feb 2021
21 Jan 2021
21 Jan 2021 - 1 Feb 2021
28 Jan 2021
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per standard CPWD specification and as per the direction of departmental officers at site
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) as per standard CPWD specification and as per the direction of departmental officers at site
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:7 leaner mix ( including equivalent design mix) as per standard CPWD specification and as per the direction of departmental officers at site
Putting up ring bund with earth fille gunny bags of top width 0.5m bottom width 1.00m height 1.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete as per the direction of departmental officers at site
Providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) for leading channel and wing walls excluding the cost of centering and shuttering as per standard CPWD specification and as per the direction of departmental officers at site
Providing and laying in position cement concrete of specified grade 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) for base slab joint , canal side wall and bed,for paddy fileld thodu portion and near shutter block excluding the cost of centering and shuttering as per standard CPWD specification and as per the direction of departmental officers at site
Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) , excluding the cost of centering, shuttering and finishing: for canal left and right side walls, curve portion, leading channel, natural thodu shutter block etc. as per standard CPWD specification and as per the direction of departmental officers at site
Dry stone packing under foundation with good quality blasted rubble for leading channel including conveyance of material and labour charges etc. complete as per direction of departmental officers at site as per standard CPWD specification and as per the direction of departmental officers at site
Providing and laying in position cement concrete of specified grade 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for bed of leading channel excluding the cost of centering and shuttering as per standard CPWD specification and as per the direction of departmental officers at site
Providing and laying in position cement concrete of M15 grade 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering for ABUTMENT , BAFFLE WALLS, WING WALLS as per standard CPWD specification and as per the direction of departmental officers at site
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for abutment shutter block and wing walls excluding the cost of centering, shuttering and finishing as per standard CPWD specification and as per the direction of departmental officers at site
Providing and laying in position machine batched and machine mixed design mix M- 20 grade cement concrete for reinforced cement concrete work,for leading channel bed, haunch , side wall, tie beam, paddy fiel shutter block and base slab joint using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per standard CPWD specification and as per direction of Engineer-in-charge. Note: Cement content considered in this item is @ 330 kg/ cum.
Providing copper sheet sealing strips for expansion joint between span as per approved plan and specification with 1.60mm thick and 60cm wide copper sheet as per design including conveyance to site jointing and welding of joints with overlaps as per the direction of the departmental officers and fixing in position on either ends and fitted with 12mm M.S. rod 30cm long centre to centre including bitumen mastic using bitumen 43% , sand 55% and saw dust 2% including cost and conveyance of all materials etc complete as per the direction of departmental officers at site
Reinforced cement concrete work with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for cross shutter slab, shutter block slab leading channel, cover slab near approach and natural thodu shutter slab excluding the cost of centering, shuttering, finishing and reinforcement, as per standard CPWD specification and as per the direction of departmental officers at site
Steel reinforcement for R.C.C work using Thermo - Mechanically Treated bars including straightening, cutting, bending, placing in position and binding all complete above plinth level.s as per standard CPWD specification and as per the direction of departmental officers at site
Centering and shuttering including strutting, propping etc. and removal of form work for abutment shutter block, cross shutter block column, support near shutter block ,leading channel making up,leading channel portion, wing walls, baffle walls, base slab joint, canal portion, curve portion near shutter block and paddy field channel portion etc. as per standard CPWD specification and as per the direction of departmental officers at site
Centering and shuttering including strutting, etc. and removal of form for canal cross shutter slab, abutment shutter block, natural thodu slab etc as per standard CPWD specification and as per the direction of departmental officers at site
Centering and shuttering including strutting, etc. and removal of form for tie beams as per standard CPWD specification and as per the direction of departmental officers at site
Providing and laying in position cement concrete of specified grade 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for wearing coat of canal, leading channel, paddy field channel ,baffle walls etc excluding the cost of centering and shuttering as per standard CPWD specification and as per the direction of departmental officers at site
9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete for canal portion, curve portion, portion near shutter block, paddy field leading channel as per standard CPWD specification and as per the direction of departmental officers at site
Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per the direction of departmental officers at site
C Y JOSE
Martin A A
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