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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | L1 | Accepted-AOC Lower bid | |
| 2 | L2₹10.2 L+₹36,406.99 (3.69%)Rejected-AOC | L2 | Rejected-AOC Higher bid | |
| 3 | L3₹10.8 L+₹97,928.47 (9.92%)Rejected-Finance | L3 | Rejected-Finance Higher bid | |
| 4 | L4₹11.1 L+₹1.2 L (12.1%)Rejected-Finance | L4 | Rejected-Finance Higher bid | |
| 5 | L5₹12.0 L+₹2.1 L (21.4%)Rejected-Finance | L5 | Rejected-Finance Higher bid |
Tender Value
₹12.7 L
EMD Value
₹31,713
Closing Date
22 Feb 2023, 2:00 pmClosed
AE LSGD Sub Div Kasaragod
LSGD Subdivision, Kasargod Block Panchayath, Kasargod. PIN 671121, Phone 0467-2297004
KBPProj No. 184/2022-23- Adhrukuzhi Ovmoola Kundanchira Thod VCB
2023_LSGD_558203_5
02/2023/AE/LIDEW/KSDBP/ET7
Open Tender
Civil Works - Water Works
Item Rate
60 days
Kasaragod
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,713
Yes
15 May 2023
14 Feb 2023
25 Feb 2023
14 Feb 2023
22 Feb 2023
14 Feb 2023
Amount
Construction of VCB
OD391753/2022-2023: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.
OD391754/2022-2023: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 (DAR 60.2.2)
2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.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)
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)
4.1.3: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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
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
5.22.6: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
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
OD391755/2022-2023:Supplying and fixing Vengai wood shutters for VCB including cost and conveyance of materials etc. complete. (Modified 50.9.13.3)
50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge
Side protection
2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil
OD392045/2022-2023::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 charge etc.complete as per direction of Departmental officers at site
4.1.3: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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Name Board
2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil
OD391756/2022-2023:Laterate masonry with departmental materials neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
16.21:Engraving letters in hard stone
gafoor c m
SHEREEF PAIKA
ABOOBACKER SIDDIK S U
MUHAMMAD YAZAR P Z
Bidder Name
SHEREEF PAIKA
MUHAMMAD YAZAR P Z
gafoor c m
ABOOBACKER SIDDIK S U
MOHAMMED ABSHAR B A
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