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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | L1 | Accepted-AOC Accept | |
| 2 | L2₹43.1 L+₹87,760.78 (2.08%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | P KUMAR L1 | SRIDHAR . K.P L2 |
|---|---|---|---|---|---|
| 1.00Name of Work:Construction of 60000 lit OHT 12 mtr stage ,Providing New Borewell with fixing of 7.5 HP Electric motor ,Extenson of Pipe line with 129Nos Public tap at Modhur Schemeside (G+2) 516 Adukkumadikuduiruppu H/O Arakkankottai | |||||
| 2.00Construction of 60000 lit OHTas per type design | |||||
| 3.00Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil. | |||||
| 4.00 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B | 55.11 | Cum | 224 ₹12,344.64 Lowest | 235 ₹12,950.85 |
| 5.00 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 13.46 | Cum | 333 ₹4,482.18 Lowest | 345 ₹4,643.7 |
| 6.00 | Second depth of 2m -3m In DMR not requiring blasting | 13.46 | Cum | 596 ₹8,022.16 Lowest | 599 ₹8,062.54 |
| 7.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.etc.complete | 5.05 | Cum | 5,151 ₹26,012.55 Lowest | 5,165 ₹26,083.25 |
| 8.00RCC 1 : 11/2 :3 Using 20HBS metal excluding cost of reinforcement, centering, shuttering strutting, but including mixing concrete, placing laying, curing, finishing etc.complete. | |||||
| 9.00 | For item Column footing below 1.50 m from GL | 12.23 | Cum | 8,685 ₹1,06,217.55 Lowest | 8,695 ₹1,06,339.85 |
| 10.00 | For items 0 m to 1.5m below GL | 2.59 | Cum | 8,568 ₹22,191.12 Lowest | 8,575 ₹22,209.25 |
Tender Value
₹42.7 L
EMD Value
₹42,720
Closing Date
11 Jul 2024, 3:00 pmClosed
President, Arakkankottai
panchayat office, Arakkankottai
Construction of 60000 ltr OHT and New borewell with fixing of 7.5 HP electric motor to provide water supply through 129 public taps for 516 aparments constructing under Tamilnadu Urban Habitat Development Board at North mothur in Arakkankottai
2024_RDTN_459548_1
07/2024
Open Tender
Civil Works - Water Works
Item Rate
180 days
Arakkankottai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹42,720
Yes
11 Sept 2025
3 Jul 2024
11 Jul 2024
3 Jul 2024
11 Jul 2024
3 Jul 2024
Amount
Construction of 60000 lit OHTas per type design
Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification of soil.
In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B
In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting
Second depth of 2m -3m In DMR not requiring blasting
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.etc.complete
RCC 1 : 11/2 :3 Using 20HBS metal excluding cost of reinforcement, centering, shuttering strutting, but including mixing concrete, placing laying, curing, finishing etc.complete.
For item Column footing below 1.50 m from GL
For items 0 m to 1.5m below GL
For items 0m to 4.50m above GL
For items above 4.50m to 7.32m from GL
For items above 7.32 & upto 10.98m from GL
For items above 10.98 & upto 14.64m from GL
For items above 14.64 & upto 18.30m from GL
Steel centering for sides and soffits including necessary supports and strutting to the required height for RCC items using M.S sheet of suitable size of BG 10 gauge stiffened with welded MS angles of size 25mm x 25mm x 3m of boarding, laid over silver
Plane Surfaces Below GL
GL to 3.30m Below GL
From 0 m to 3.30m at Above GL
From 5.30 m to 6.30m at Above GL
From 8.30 m to 9.30 m Above GL
From 11.30 m to 12.30 m Above GL
Curved surface
Curved surface
Curved surface 3.30 m to 4.30 m
Square column
0 to 3.30 mt Below GL
0 to 3.30 mt above G.L
3.31 to 4.30mt above G.L
4.31 to 5.30mt above G.L
5.31 to 6.30mt above G.L
6.31 to 7.30mt above G.L
7.31 to 8.30mt above G.L
8.31 to 9.30mt above G.L
9.31 to 10.30mt above G.L
10.31 to 11.30m mt above G.L
Supplying fabrication and placing in position of steel rod cutting tying etc. complete including cost of rainforcement HSD rods
Refilling the foundation with excavated earth including consolidation
Exterier plastic emulsion painting two coats with approved emultion paint including cost and conveyance of all materials to site and all labour charges etc complete.
Supplying and fixing of cut in C M 1:3 below inlet pipe
Supply and delivery of manhole cover of size 60cm x 60cm (heavy duty) with frame
Supply,delivery and fixing in position of MS ladder outside the tank
Fixing of CI manhole cover with frame of size 0.60 m x 0.60 m
Providing RCC ladder inside the tank
Supplying and fixing of 100 mm dia AC Cowl for ventilators on the roof slab
65mm G.I Pipes & specials for 60000 lit OHT Connection work
65mm G.I."B" class Pipe for inlet pipe
65mm G.I."B" class Pipe for overflow pipe
65mm G.I."B" class Pipe for scour pipe
65mm G.I."B" class Pipe for delivery 2 Nos
65mm G.M. Gate Valves
65mm C.I. Flange set
65mm G.I. Coupler
65mm G.I. Elbow
Providing labour charges for pipe connections to the OHT with GI pipes and Specials etc. complete.
Name board for painting scheme details
Providing Choke pit of Size 0.90 mt dia x 1.00 mt depth including cost of RCC pipes and filing of all materials ,labour charges
Chlorination input unit with Pipes and Specials
Supply of 90mm 6Kg pvc pipe
Supply of 63mm 6Kg pvc pipe
Earth work excvation HG Soil as per SS20B for Linear measurement for Pipe line trench
Laying and jointing of 90 mm PVC Pipe
Laying and jointing of 63 mm PVC Pipe
Refilling Excavated Earth for Pipe line of 90 mm PVC Pipe
Refilling Excavated Earth for Pipe line of 63 mm PVC Pipe
NEW BORE WELL
Provision for Geophysical Chages for Borewell
Provding New Drilling borewll Hard gavelly soil for upto 150 mm dia borewell
Provding New Drilling borewll Hard Rock portion for above 150 mm dia borewell
Supply and fixing of 150 mm PVC Casing pipe
Supply of 7.50 HP 50 Lpm x225m Submerssible motor
Supply of 7.5 HP Pannel board
Supply of 50 mm UPVC Pipe
Supply of 4 Sq mm Submerssible cable
Provision for Borewell specials and Electricals
Towards labour charges for fixing of 7.5 HP Submerssible mottor
Earth work excavation for HG Soil for SS20B for foundation etc complete.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
RR Masonry in cm 1:5 mix using Rough stone including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
Brick work masonry in cm 1:5 mix using New C.Bricks including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
Plastering with cement mortar 1:5mix to 12 mm thick including cost and conveyance of all materials to site and all labour charges etc complete.
Supply and fixing MS KIOSK Box including all labour etc complete.
PUBLIC TAP FOUNTAIN
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
Brick work in cm 1: 5 mix including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
Plastering with cement mortar 1:5mix to 12 mm thick including cost and conveyance of all materials to site and all labour charges etc complete.
Plastering with cement mortar 1:5mix to 20mm thick including cost and conveyance of all materials to site and all labour charges etc complete.
Tap Connection with posts
SOAK PIT 12 nos
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
Supply and filling of Rough stone including cost and conveyance of all materials to site and all labour charges etc complete.
Supply and fixing of 900 mm dia 0.45 mt depth RCC Ring with cover slab including cost and conveyance of all materials to site and all labour charges etc complete.
Supply and filling of 40mm metal including cost and conveyance of all materials to site and all labour charges etc complete.
Supply and filling of 20 mm metal including cost and conveyance of all materials to site and all labour charges etc complete.
Brick work in cm 1: 5 mix including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
Plastering with cement mortar 1:5mix to 12 mm thick including cost and conveyance of all materials to site and all labour charges etc complete.
Provision for Pipe connections all labour charges etc complete.
GST Amount for providing Service to Government Contract Works for the above Construction Works. {GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
SRIDHAR . K.P (BID ID -1076346)
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