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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.9 LAccepted-AOC | L1 | Accepted-AOC lowest tender | |
| 2 | L2₹94.5 L+₹1.6 L (1.76%)Rejected-AOC ARACKAL HOUSE VARAPPETTY KOTHAMANGALAM | IDUKKI | KERALA | 685501 | L2 | Rejected-AOC 2 nd lowest | |
| 3 | L3₹95.1 L+₹2.3 L (2.43%)Rejected-AOC ASSISTANT ENGINEER LSGD POOR GRAMA PANCHAYAT KIZHKKOMBEL KOORACHUNDU P O 686634 | KOTTAYAM | KERALA | 686634 | L3 | Rejected-AOC 3rd lowest | |
| 4 | L4₹96.2 L+₹3.3 L (3.53%)Rejected-AOC OLIYAPPURAM GANDHI ROAD THIRUMARADY GP ERNAKULAM DISTRICT KERALA INDIA | THRISSUR | KERALA | 680667 | L4 | Rejected-AOC 4thlowest | |
| 5 | L5₹1.0 Cr+₹9.2 L (9.91%)Rejected-AOC | L5 | Rejected-AOC 5th lowest |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
5 Mar 2021, 3:30 pmClosed
Superintending Engineer
project Circle,muvattupuzha
System Correction flumeopen canalprotection wall cut and cover Total Station Survey Planting of BM Stones
2021_Irrig_418866_1
04/SEPCM/2020-21/S
Open Tender
Civil Works - Canal
Item Rate
KADAPPOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,600
Yes
₹50,000
Yes
26 Aug 2021
25 Feb 2021
9 Mar 2021
25 Feb 2021
5 Mar 2021
25 Feb 2021
25 Feb 2021 - 5 Mar 2021
Amount
1 System Correction -Total Station Survey & Planting of BM Stones
56.13 : Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation,bridge and building sites at in accessible locations)
56.12.c : Total station surveying and preparation of site plan in hilly terrain.
56.16 : Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.
od44078/2020_2021/P2 : The cost for purchase of Bench Mark(vertical control/M.S.L heights and descriptions) 3 Nos.,supplied by Geodetic & Research Branch ,Survey of India on request of the departmental officers for the purpose planting B.M stones for canals.
60.11.2 : Taking FLY LEVELS- from the nearest GTS BM and closing on the starting BM including conveyance of instruments etc along road or in heavily built up area or in roads with heavy traffic or in thick jungle ( out turn 4000 m / day )
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
60.11.1 : FIXING TBM- Supplying and fixing TBM with RCC 1:1.5:3 pillar block having a size of 30*30*75 cm, steel reinforcement for RCC work, painting top and sides of pillar with synthetic enamel paint, lettering in the pillar block with 8cm high "TBM" on one face and the reduced level on the outer face, etc complete, fixed in CC1:3:6 using 40 mm metal 55*55*60 cm etc complete and centering and shuttering including strutting , propping and removal of form work for pillar and foundation.
Appendix.2-System Correction-Open canal
15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
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
2.9.3 : Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)
4.1.5 : 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)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
Appendix.3-System Correction-Flume
14.17 : 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.
15.2.1 : 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)
4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
Appendix.4-System Correction-Construction of protection wall & Dismantling and Reconstruction of obstructed bridge
15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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
4.1.8 : 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)
5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.1.5 : 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)
4.1.6 : 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 40 mm nominal size)
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.22.6 : 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
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
Appendix.5-System Correction-Rectification works to Cut and Cover at Ch.4060.0m
od43106/2020_2021/P2 : Providing an opening of size 80x60cm by cutting R.C.C. Cut and Cover slab manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metre lead as per direction of Engineer -in-Charge.
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
od43108/2020_2021/P2 : Providing air compressor
od43180/2020_2021/P2 : Engaging man mazdoor for various works to excute the work as per the directions of department officers at site
5.1.2 : 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
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.22.6 : 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
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
Binu A.S
ELDHOSE PHILIP
SUBI PAUL
Saju C S
Thankachan K P
JAMES VARGHESE
JOLLY JOSE
Bidder Name
Binu A.S
JAMES VARGHESE
va george
Saju C S
Thankachan K P
SUBI PAUL
JOLLY JOSE
ELDHOSE PHILIP
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