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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 LAccepted-Finance | ₹20.8 L | L1 | Accepted-Finance Accept |
| 2 | L2₹20.8 LAccepted-Finance | ₹20.8 L | L2 | Accepted-Finance Accept |
| Sl No | Description | Qty | Unit | RRB Constructions L2 | Muthusamy R L1 |
|---|---|---|---|---|---|
| 1.00Construction of 60,000 Lit OHTat Pappampalayam H/O Pappampalayam | |||||
| 2.00Earth 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 | |||||
| 3.00 | First depth of 0 to 2 m | 58.59 | Cum | 275 ₹16,112.25 | 255 ₹14,940.45 |
| 4.00 | Second depth of 2.0m to 3.0 m | 11.66 | Cum | 285 ₹3,323.10 | 270 ₹3,148.20 |
| 5.00 | PCC 1:4:8 using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum. | 4.37 | Cum | 5,865 ₹25,630.05 | 5,853.86 ₹25,581.37 |
| 6.00RCC 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 | |||||
| 7.00 | Below 1.5m from -4.50 m | 9.77 | Cum | 9,890.13 ₹96,626.57 | 9,890.13 ₹96,626.57 |
| 8.00 | 0m to 1.50m below GL | 2.9 | Cum | 9,751.36 ₹28,278.94 | 9,751.36 ₹28,278.94 |
| 9.00 | 00m to 4.50m above GL | 4.37 | Cum | 9,892.43 ₹43,229.92 | 9,892.43 ₹43,229.92 |
| 10.00 | 4.50 m to 7.32 m above GL | 3.55 | Cum | 10,170.32 ₹36,104.64 | 10,170.32 ₹36,104.64 |
Tender Value
Refer Docs
EMD Value
₹21,000
Closing Date
28 Aug 2025, 3:00 pmClosed
Block Development Office (BP) pallipalayam
Block Development Office (BP) pallipalayam
Construction of 60,000 Lit OHTat Pappampalayam H/O Pappampalayam in Pallipalayam Block of Namakkal District under MLACDS-2025-26
2025_RDTN_595577_3
2411/2025/A2
Open Tender
Civil Works
180 days
pallipalayam
Requr
4 documents required · 4 mandatory
₹0
₹21,000
Yes
6 Jun 2026
21 Aug 2025
28 Aug 2025
21 Aug 2025
28 Aug 2025
21 Aug 2025
Amount
Construction of 60,000 Lit OHTat Pappampalayam H/O Pappampalayam
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 0 to 2 m
Second depth of 2.0m to 3.0 m
PCC 1:4:8 using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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 -4.50 m
0m to 1.50m below GL
00m 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 cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum
A) Plain Surface
Below GL
From GL to 3.30m
From 3.31m to 4.30m
From 5.31m to 6.30m
From 8.31m to 9.30m
From 11.31m to 12.30m
B) Square Column:
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
C) Curved Surface
Curved Surface - upto 3.30m ht.
Curved Surface - 3.30m to 4.30m 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 including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum
Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat 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.,
Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee
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
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 enamel paint
65mm dia GI pipes
65mm dia GM Gate valve
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount 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)
RRB Constructions (BID ID -1441164)
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finance_712130.pdf
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