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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC NARIKULAM HOUSE KANJOOR KANJOOR ERNAKULAM DISTRICT | KANJOOR | ERNAKULAM | KERALA | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 Cr+₹41,911.67 (0.35%)Rejected-AOC | ₹1.2 Cr+₹41,911.67 (0.35%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical KOOLETTU HOUSE NEERIKKADU P O KOTTAYAM 686564 | KOTTAYAM | KOTTAYAM | KERALA | 686564 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
4 Dec 2021, 6:00 pmClosed
Superintending Engineer
Kuttanad Development Circle, Kottayam
Retaining wall Bund formation Pothumada Box culvert Thodu deepening
2021_Irrig_455224_1
01/SE/KDC/KTM/2021-22
Open Tender
Civil Works - Others
Item Rate
365 days
Thalayolapparambu Panchayath
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,700
₹50,000
22 Jan 2022
20 Nov 2021
9 Dec 2021
20 Nov 2021
4 Dec 2021
20 Nov 2021
20 Nov 2021 - 4 Dec 2021
Amount
Appendix A - Retaining Wall
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(Including all incidental charges and hire charges)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil(Including all incidental charges and hire charges))
Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.(Including all incidental charges and hire charges)
Coconut Pile- Driving down half split coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end(Including all incidental charges and hire charges)
Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces and tied to the post with iron wires etc complete as per standard specification.(Including all incidental charges and hire charges)
D R packing under foundation -Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.(Including all incidental charges and hire charges)
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(Including all incidental charges and hire charges)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)(Including all incidental charges and hire charges)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)(Including all incidental charges and hire charges)
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns(Including all incidental charges and hire charges)
Appendix B - Bund Formation
Forming earthen bund using stiff clay by earth work in rough excavation in or underwater or liquid mud, conveyed and banking in layers not exceeding 20 cm in depth breaking clods and dressing up embankment for roads,flood banks , marginal land and guide banks including all charges for laying with all leads and lifts etc. complete.all kind of soil.(Including all incidental charges and hire charges)
Forming earthen bund using available excavated clay, conveyed and banking inlayers not exceeding 20 cm in depth breaking clods, consolidating each deposited layer by ramming etccomplete with all leads and lifts etc. complete(Including all incidental charges and hire charges)
Strengthening the earthern bund using coir geo textile (740gsm) etc. complete including conveyance and all other incidental charges as per the direction of the departmental officers atsite(Including all incidental charges and hire charges)
Appendix C - Construction of Pothumada
Putting up ring bund to a top width of 1m and average height of 3m with 1/4:1 side slope and protect the sides with 1/2 split coconut post of 4.5m long, driving down 1.5m below bed level at 60cm c/c. providing 2 rows of wailing pieces with 1/4 split cocnut posts on both sides and 1/4 split cross ties to alternate post and screening the sides of bund with polythene sheets fixed properly using coconut post and wailing pieces using reaper and nails in full height including tying properly using ironwire and and coir altogether and supply brush wood bundle 10 kg each and filling inside with hardclay/cut earth upto 3 m , and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and removing the same after completion of the work.(Including all incidental charges and hire charges)
Putting up ring bund to a top width of 1.5m and average height of 2m with 1/4:1 side slope and protect the sides with 1/2 split coconut post of 3.5m long, driving down 1.5m below bedlevel at 60cm c/c. providing 2 rows of wailing pieces with 1/4 split cocnut posts on both side and 1/4 split cross ties to alternate post and screening the sides of bund with polythene sheets fixed properly using coconut post and wailing pieces using reaper and nails in full height including tying properly using ironwire and and coir altogether and supply brush wood bundle 10 kg each and filling inside with hardclay/cut earth upto 2m , and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and removing the same after completion of the work.(Including all incidental charges and hire charges)
60.2.2 : Bailing out water Using 5HP Pump- 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(Including all incidental charges and hire charges)
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil(Including all incidental charges and hire charges)
60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata below bed level including cost, coveyance, labour charges etc complete.(Including all incidental charges and hire charges)
60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end(Including all incidental charges and hire charges)
Filling with Quarry Muck- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade(Including all incidental charges and hire charges)
DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.(Including all incidental charges and hire charges)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)(Including all incidental charges and hire charges)
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns(Including all incidental charges and hire charges)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size(Including all incidental charges and hire charges)
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete(Including all incidental charges and hire charges)
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(Including all incidental charges and hire charges)
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform(Including all incidental charges and hire charges)
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more(Including all incidental charges and hire charges)
Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete(Including all incidental charges and hire charges)
Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively.(Including all incidental charges and hire charges)
Appendix D - Construction of Box Culvert
Putting up ring bund to a top width of 1m and average height of 3m with 1/4:1 side slope and protect the sides with 1/2 split coconut post of 4.5m long, driving down 1.5m below bedlevel at 60cm c/c. providing 2 rows of wailing pieces with 1/4 split coconut posts on both side and 1/4 splitcross ties to alternate post and screening the sides of bund with polythene sheets fixed properly using coconut post and wailing pieces using reaper and nails in full height including tying properly using ironwire and and coir altogether and supply brush wood bundle 10 kg each and filling inside with hardclay/cut earth upto 3 m , and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and removing the same after completion of the work.(Including all incidental charges and hire charges)
od26891/2021_2022/KP : Putting up ring bund to a top width of 1.5m and average height of 2m with 1/4:1side slope and protect the sides with 1/2 split coconut post of 3.5m long, driving down 1.5m below bedlevel at 60cm c/c. providing 2 rows of wailing pieces with 1/4 split cocnut posts on both side and 1/4 split cross ties to alternate post and screening the sides of bund with polythene sheets fixed properly using coconut post and wailing pieces using reaper and nails in full height including tying properly using ironwire and and coir altogether and supply brush wood bundle 10 kg each and filling inside with hardclay/cut earth upto 2m , and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and removing the same after completion of the work.(Including all incidental charges and hire charges)
Bailing out water Using 5HP Pump- 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(Including all incidental charges and hire charges)
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.(Including all incidental charges and hire charges)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil(Including all incidental charges and hire charges)
Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost coveyance labour charges etc complete.(Including all incidental charges and hire charges)
Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end(Including all incidental charges and hire charges)
Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade(Including all incidental charges and hire charges)
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site(Including all incidental charges and hire charges)
DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.(Including all incidental charges and hire charges)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)(Including all incidental charges and hire charges)
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns(Including all incidental charges and hire charges)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size(Including all incidental charges and hire charges)
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more(Including all incidental charges and hire charges)
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete(Including all incidental charges and hire charges)
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(Including all incidental charges and hire charges)
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform(Including all incidental charges and hire charges)
EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.(Including all incidental charges and hire charges)
Appendix E - Deepening
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(Including all incidental charges and hire charges)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil(Including all incidental charges and hire charges)
Forming earthen bund using available excavated clay, conveyed and banking inlayers not exceeding 20 cm in depth breaking clods, consolidating each deposited layer by ramming etccomplete with all leads and lifts etc. complete.(Including all incidental charges and hire charges)
Strengthening the earthern bund using coir geo textile (740gsm) etc. completeincluding cinveyance and all other incidential charges as per the direction of the departmental officers atsite(Including all incidental charges and hire charges)
Appendix F - Pipe Culvert
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil(Including all incidental charges and hire charges)
DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.(Including all incidental charges and hire charges)
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(Including all incidental charges and hire charges)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)(Including all incidental charges and hire charges)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)(Including all incidental charges and hire charges)
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns(Including all incidental charges and hire charges)
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:700 mm dia R.C.C. pipe(Including all incidental charges and hire charges)
EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.(Including all incidental charges and hire charges)
Supplying 160mm PVC pipe (10kg/cm2) for thoompu including cutting, laying in position with necessary Earthwork excavation, and back filling etc complete as per the direction of departmental officers at site(Including all incidental charges and hire charges)
Appendix G - Rectification of Existing Pothumada
RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m height 2.0 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.(Including all incidental charges and hire charges)
Bailing out water Using 5HP Pump- 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(Including all incidental charges and hire charges)
Raking out joints in lime or cement mortar and preparing the surface for re- pointing or re plastering, including disposal of rubbish to the dumping ground within 50 metres lead.(Including all incidental charges and hire charges)
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)(Including all incidental charges and hire charges)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)(Including all incidental charges and hire charges)
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns(Including all incidental charges and hire charges)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size(Including all incidental charges and hire charges)
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform(Including all incidental charges and hire charges)
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more(Including all incidental charges and hire charges)
M A JAMES, Mannasseril
SAJI A KURUVILLA
kjthomas
R.SABU
Bidder Name
DAISY JOSE
kjthomas
M A JAMES, Mannasseril
SAJI A KURUVILLA
R.SABU
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