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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.6 L+₹6,199.12 (0.46%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹14.3 L
EMD Value
₹35,700
Closing Date
25 Aug 2020, 5:00 pmClosed
Assistant Executive Engineer
AEE2 Main office Thiruvananthapuram Corporation
Project No.940/2020-21 Kowdiar Ward-Rennovation of Jawahar Nagar Nehru Park, Kowdiar Boat Club and Kulam Naveekaranam
2020_LSGD_377346_1
Tvpm Corp AEE2/940/20-21
Open Tender
Civil Works - Others
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents
8 documents required · 8 mandatory
₹2,500
Yes
online
₹35,700
Yes
18 Jan 2021
17 Aug 2020
27 Aug 2020
17 Aug 2020
25 Aug 2020
17 Aug 2020
Amount
Boat Club
50.2.33.5 : Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
60.7.9 : RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
7.34 : Extra for laying stone work in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note:- The quantity will be calculated by multiplying the depth measure from sub-soil water level upto the centre of gravity of stone work under sub-soil water with the quantity of stone work in cum executed under the sub-soil water. The depth of centre of gravity shall be reconed correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.
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
15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
TAHDCOS LIMITED
Bidder Name
RAJESHVR
TAHDCOS LIMITED
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