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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-Finance | L1 | Accepted-Finance Less ER | |
| 2 | L2₹20.9 L+₹2,393.04 (0.11%)Accepted-Finance | L2 | Accepted-Finance Above ER |
Tender Value
₹21.1 L
EMD Value
₹43,000
Closing Date
11 Sept 2024, 3:00 pmClosed
Block Development Officer
Block Development Officer kottakari , Thervazhi Post , Gummidipoondi
Construction of 30,000 litrs OHT at Eguvarapalayam Medu in Eguvarapalayam Panchayat in Gummidipoondi Panchayat union
2024_RDTN_481433_1
Rc1634/2021/A2 date 04.09.2024
Open Tender
Civil Works
Item Rate
90 days
Gummidipoondi
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹43,000
27 Feb 2025
6 Sept 2024
11 Sept 2024
6 Sept 2024
11 Sept 2024
6 Sept 2024
Amount
Construction of 30,000 litres OHT borewell , Pump set and pipe line at egavarapalaym medu in eguvarapalayam Panchayat
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
First depth of 2m From 0 to 2 m below GL
Second depth of 2m From 2m to 4 m below GL
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Bord officers
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.
RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete
Below 1.5m from GL
0m to 1.50m below GL &upto 1m AGL
1m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following
Plain Surface
Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Square Column:
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.30m to 5.30m ht
5.30m to 6.30m ht
6.30m to 7.30m ht
7.301m to 8.30m ht
8.30m to 9.30m ht
9.30m to 10.30m ht
10.30m to 11.30m ht
11.30m to 12.30m ht
Curved Surface - upto 3.30m ht.
11.30m to 12.30m ht
12.30 m to 13.30 m ht
13.30 m to 14.30 m ht
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
Painting two coatsto the exposed surface of SR using cement paint
Providing M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30 cm centre to centre etc as per approved design
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc complete
Providing 110mm AC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Painting emblem on the SR with enamel paint as per Board's specification and as directed by
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enam
Inlet and Overflow
65mm GI pipes for Inlet and Outlet P40-5.0-7
65mm GI pipes for over flow & rain water harvesting pipe P40-5.0-7
50mm GI pipes for scour pipe P40-5.0-6
65mm GI pipe for delivery pipe P40-5.0-7
90mm PVC Threaded coupler P27-2
63mm PVC Threaded coupler P27-1.5-10
65mm dia GI Tee P44-5.1B-2
65mm dia GI bend 90 P44-5.1B-9
65mm dia GI bend (short) 90 P44-5.1B-9
65mm GI coupler P44-5.1B-3
65mm GI union P44-5.1B-10
65mm GI Elbow P44-5.1B-1
50mm GI union P-44-5.1B-10
50mm GI Elbow P44-5.1B-1
65mm GI Tee P44-5.1B-2
65x50mm GI reducer P41-5.1q-15
75mmx63mm PVC reducer P25-1.4-2
65mm GM gate valve P45-5.2-1
50mm GM gate valve P45-5.2-2
90 mm PVC 4Ksc Pipe P21 -1.0 -3
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Conducting Geo Physicaly Charges and Transporting
Drilling of 12" dia. Vertical Borewell so as to have a finished size of 6" dia. Borewell in Boulders area to any required depth as decided by the TWAD Board officers by direct rotary mud circulation method using contractor's rigs, tools, labour drilling mud water required etc. for drilling various places as directed by the Departmental officers ( Water available with in a lead of 1.5 K.M) upto 60m depth below G.L.
Reaming from 150mm dia pilot bore to 300mm dia bore well P301- 8f
Labour Charges for inserting the casing pipes assembly ( with slots or without Slots) in the drilled hole including welding the joints etc., complete and supplying and packing the angular space with pebbles if size and quality as approved by the Executive Engineer ,TWAD Board. The pebble should be of approved specification and stacked for premeasurement .165mm / 168mm dia casing pipes assembly
Charges for developing the borewells for the entire depth with suitable Air Compressor (minimum 8 Hours) including transportation charges for Air Compressors as directed by the TWAD Board officersand conducting yeild test V notch method. Using 300 cfm. compressors.
Supply and delivery of unplasticised plain PVC medium casing pipes of the following diametres in 3 metre lengths both ends treaded as per IS 12818 / 1992 and as amended from time to time to suit shallow bore wells upto 60 metres depth with ISI marking including Loading unloading, freight, transit, insurance, excise duty sales tax etc., complete DN 165/168mm PVC plain casing pipes
Supply and delivery of unplasticised plain PVC ribbed screen pipes of the following diametres in 3 metre lengths both ends treaded as per IS 12818 / 1992 and as amended from time to time to suit shallow bore wells upto 60 metres depth with ISI marking including Loading unloading, freight, transit, insurance, excise duty sales tax etc., complete DN 165/168 mm PVC slotted casing pipes
Supply and delivery of 150 mm dia end cap including taxes etc., complete
Supply and delivery of 5.0HP Three Phase submersible pump set suitable for 150mm dia borewell as per Specifications with ISI marks suitable for duty condition of 75 Lpm x 100 m Head (P-88,Sl-30)
Laying and joining of following sixes of 90 mm PVC pipe including the cost of , lowering of PVC pipes in to the trenches, laying in to proper grade and algnment and refilling the excavated earth atfter the GI pipes are laid and including the const of GI pipes etc, completed.
90 mm PVC Bend P26-1.5-3
90mm PVC Threaded couple
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
T MASTHAN (BID ID -1134387)
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