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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹21.3 L+₹56,154.21 (2.70%)Rejected-Finance | L2 | Rejected-Finance Quated high rate |
| Sl No | Description | Qty | Unit | C P MURALIDHARAN L2 | M S GURUSAMY L1 |
|---|---|---|---|---|---|
| 1.00Name of Work : Construction of 60000 Ltr RCC OHT at Sevagoundanur H/O Periyapuliyur | |||||
| 2.00Earth 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 . | |||||
| 3.00 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, soil S.S. 20B | 35.11 | Cum | 245 ₹8,601.95 | 224 ₹7,864.64 Lowest |
| 4.00 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 11.52 | Cum | 355 ₹4,089.6 | 333.8 ₹3,845.38 Lowest |
| 5.00 | In DMR not requiring blasting | 8.06 | Cum | 595 ₹4,795.7 | 586.3 ₹4,725.58 Lowest |
| 6.00 | Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications | 3.46 | Cum | 1,625 ₹5,622.5 | 1,605.4 ₹5,554.68 Lowest |
| 7.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | 3.46 | Cum | 5,085 ₹17,594.1 | 5,057.4 ₹17,498.6 Lowest |
| 8.00RCC 1:1 1/2: 3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc. | |||||
| 9.00 | Column footing below 1.50 m from GL | 7.58 | Cum | 8,599 ₹65,180.42 | 8,590.3 ₹65,114.47 Lowest |
| 10.00 | Coloumn below GL upto 1.50 m | 2 | Cum | 8,495 ₹16,990 | 8,472.4 ₹16,944.8 Lowest |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
14 Aug 2024, 3:00 pmClosed
Block development officer(VP) Bhavani
Block development officer bhavani
Construction of 60000 Ltr RCC OHT at Sevagoundanur H/O Periyapuliyur
2024_RDTN_470447_2
2417/2024/B4
Open Tender
Civil Works
Item Rate
100 days
Block development officer(vp) Bhavani
Construction of 60000 Ltr RCC OHT at Sevagoundanur H/O Periyapuliyur
7 documents required · 7 mandatory
₹0
₹42,000
Yes
22 Jan 2026
6 Aug 2024
14 Aug 2024
6 Aug 2024
14 Aug 2024
6 Aug 2024
Amount
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 .
In hard stiff clay, stiff black cotton soil, hard red earth, sales, soil S.S. 20B
In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting
In DMR not requiring blasting
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.
RCC 1:1 1/2: 3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc.
Column footing below 1.50 m from GL
Coloumn below GL upto 1.50 m
Column above GL upto 4.50 m
Column above 4.50 m upto 7.32 m
Column above 7.32 m upto10.98m
Column above 10.98 m upto 14.64 m
Column above 14.64 m upto18.30m
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
Below GL
Braces at 0 m to 3.30m from GL
From 5.31 m to 6.30m from GL
From 8.31 m to 9.30m from GL
From 11.31 m to 12.30m from GL
Curved Surface
0 to 3.30m height at above working platform
3.30 to 4.30m height at above
Square Column
0 to 3.30m below GL
Colum 0 to 3.3m ht. above G.L and below GL
Colum above 3.3m to 4.3 ht from GL
Column above 4.30 m upto 5.30 m
Column above 5.30 m upto 6.30 m
Column above 6.30 m upto7.30 m
Colum above 7.30 m to 8.30 ht from GL
Column above 8.30 m upto 9.30 m
Column above 9.30 m upto 10.30 m
Column above 10.30 m upto 11.21 m
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods
Painting two coats to the exposed surface of SR using Exterior emulsion paint
fixing of pipes for OHT connections including civil works
80mm GI Pipes
80mm GI coupling
80mm CI Flanch
80mm GM Gate Valve
80mm GI Elbow
80mm x 50mm GI reducer
50mm GI pipe
50mm GI coupling
Drawing and writting details of scheme
Supply,delivery and fixing in position of MS ladder outside the tank
fixing CI manhole cover with frame of size 0.60 m x 0.60 m
Supplying and fixing of 100 mm dia AC Cowl for ventilators on the roof slab
Refilling the foundation with excavated soil (other than sand)
Providing labour charges for pipe connections to the OHT with GI pipes and Specials including cutting, threading etc. complete.
Supply and Delivery of 90mm 6ksc PVC Pipe
Supply and Delivery of 90mm 4ksc PVC Pipe
Earth work excavation and depositing on bank eith initial lead of 10mt and lift of 2 mt in narrow trenches for All Soils
Laying and jointing of PVC pipes 90mm
Refilling of the trunch with excavated earth including consolitation of surpluse earth and deposite
Provision for Rain Water Harwesting arrangement as per the type design
Earth work excavation and deposting on bank with initial lead of 10 m and initial lift of 2 m for Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small sized boulders and hard gravely soil as
Brick work in CM 1:5 ( One cement and five sand ) using country bricks of size 8.75" x 4.25" x 2" including curing etc., complete for parapet wall alround roof slab as directed by TWAD Board officers.
Supply, delivery and filling of clean river course sand for the recharge pit as per type design.
Supply, delivery and filling og 20 mm size brick bats as per type design.
Supply, delivery and filling of 40 mm size brick bats as per type design.
Providing RCC ladder inside the tank
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)
C P MURALIDHARAN (BID ID -1109771)
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