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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC PUTHUSSERYKUDIYIL HOUSE ENANALLOOR P O ERNAKULAM DISTRICT | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.3 L+₹64,718.17 (8.49%)Rejected-AOC ATTUPUZHA VENDOR AMACHANDRAN NAIR | KOTTAYAM | KERALA | 686102 | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.5 L+₹91,912.36 (12.1%)Rejected-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | L3 | Rejected-AOC L3 |
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
20 Apr 2023, 11:00 amClosed
Assistant Executive Engineer,
PWD Buildings Sub Division Perumbavoor
Providing lift wall cladding of for rest house, laying pipeline for rest house and training center and maintenance works of existing open well-
2023_PWD_571021_1
PWD/BLDG/TR/91738/2021_5_7_6/1
Open Tender
Civil Works - Buildings
Item Rate
90 days
kothamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,180
Yes
12 May 2023
5 Apr 2023
22 Apr 2023
5 Apr 2023
20 Apr 2023
5 Apr 2023
Amount
Plumbing works
8.2.2.1: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. Granite of any colour and shadeArea of slab upto 0.50 sqm
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD174135/2022-2023:Engaging Man mazdoor.
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
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
OD1277/2023-2024:Earth work excavation for Open well . extra lift for 2nd Depth ( 1.5 to 3m) well diameter 4m
OD1276/2023-2024:Earth work excavation for Open well . extra lift for 3 rd Depth ( 3 to 4.5m) well diameter 4m
OD1275/2023-2024:Earth work excavation for Open well . extra for 4th lift (4.5 to 6.00m) well diameter 4m
OD1271/2023-2024: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. Ordinary rock 5 th depth (6 to7.50m)
OD1272/2023-2024: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. Hard rock (requiring blasting) 6 th depth (7.5 to9.00m)
OD176712/2022-2023:Dry rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 Coarse Sand:12 graded stone aggregate 20mm nominal size) including cost of bond stone and through stone.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
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)
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)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2
14.78:Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
14.75A:Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account)
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
NASSAR T K
K K ISMAIL
Bidder Name
NASSAR T K
K K ISMAIL
Shaike Ismail
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