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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.3 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹72.9 L+₹10.1 L (16.0%)Rejected-AOC | L2 | Rejected-AOC L2 Bidder |
Tender Value
₹50.3 L
EMD Value
₹50,000
Closing Date
31 May 2023, 3:00 pmClosed
Chief Executive Officer
SMART CITY THIRUVANANTHAPURAM LIMITED,4th Floor, Felicity Square, Opp. AGs Office, MG Road, Near Statue,Thiruvananthapuram,695001
Selection of Contractor for Deviation of 900 mm DI pumping main from Kuriathy pump house to STP, Muttathara for ware house project near TRIDA SOUBHAGYA building, Attakulangara, Sewerage work
2023_SCTLT_577315_1
SCTL/PRJ/210/2019/M(PMM)/RFP- 017
Open Tender
Civil Works - Others
Item Rate
90 days
Thiruvananthapuram
Please refer Tender Document
2 documents required · 2 mandatory
₹3,252
₹50,000
16 Sept 2023
19 May 2023
1 Jun 2023
19 May 2023
31 May 2023
19 May 2023
Amount
WORKING CHARGES
Dismantling 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: Bituminous road
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)
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
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
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m, in all kinds of soil
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m in depth but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m .All kinds of soil
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120 cm girth up to and including 240 cm girth
Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
Providing protection works to the Electric post by using 3 no. of Kattadi poles and removing the same after completion of work
Providing sheet shoring to the sides of the trenches to depth of above 4.00m but not exceeding 6.00 m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50mmx50mmx6mm M.S angles driving down vertically on either side one sfter another in lines and levels with suitable pile driving equipmentd and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150mm x 8mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shiring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plats and sundries etc. complete.
Supply ,stacking,spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading ,unloading & stacking up to any lead.
Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.
Engaging sewer man.
Engaging Coolie
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 900 mm dia Ductile Iron Class K-9 Pipes
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :200 mm dia Ductile Iron Class K-9 Pipes
Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 900 mm dia pipes
Providing flanged joints to double flanged CI/DI pipes and specials, including testing of joints :900mm Diameter Pipe
Labour for cutting C.I. pipe with steel saw: 900 mm diameter C.I. pipe
Grinding the cut edges / welded portions in MS sheet, pipe and specials by grinding machine including all labour and hire charges of tools etc complete.
Laying 900mm, 90 degree DI bend
Laying 900mm DI bend 45degree
Laying 900mm DI bend 22.5 degree
Laying 900mm DI bend 11.25 degree
Laying 200 mm DI 90 degree bend
Laying DI flanged Sockets- 900mm dia
Laying of 900mm DI Mechanical Joint
Testing 900mm DI/CI pipeline with potable water to the required test pressure. 900 mm dia . Observed Data derived from item no.1033 of PHED DATA
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
Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars
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)
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)
Hollow block masonry using pre cast blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.
Sub Data for Dismantling the sand / earth filled cement bag from the foundation site of bund, appron on both sides, counter wall and removing the sand/earth from the bag and dispossing the damaged cement bags properly as per the direction of the department officers including all cost of labour charges etc complete.
Insitu Fabricating MS pipes of size 900mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete
Fabricating MS flanges of diameter 900 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete
Cutting 900 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Welding 900 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Grinding cut and weld edges of 900 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Supply of Personal Protective Equipments for workmen
Samjose
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