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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAdmitted-Finance | ₹19.5 L | L1 | Admitted-Finance |
| 2 | L2₹20.0 LAdmitted-Finance | ₹20.0 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NGS CONSTRUCTION L1 | RENGAGOUNDER SEERANGAN L2 |
|---|---|---|---|---|---|
| 1.00 | CONSTRUCTION OF NEW OHT 30000 LIT AT AMAYAPURAM IN AMAYAPURAM PANCHAYAT Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m | 38.88 | Cum | 263 ₹10,225.44 | 300 ₹11,664 |
| 2.00 | Second depth of 1m | 6.78 | Cum | 408.16 ₹2,767.32 | 410 ₹2,779.80 |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. | 2.09 | Cum | 2,100.58 ₹4,390.21 | 2,100.58 ₹4,390.21 |
| 4.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. | 3.3 | cum | 5,850 ₹19,305 | 5,850 ₹19,305 |
| 5.00 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board For items 1.5m to 4.5m below GL | 7.4 | cum | 9,597 ₹71,017.80 | 9,597 ₹71,017.80 |
| 6.00 | For items 4.50 to 7.32m | 2.83 | cum | 9,738.33 ₹27,559.47 | 9,738.33 ₹27,559.47 |
| 7.00 | For items 7.32 m to 10.98m | 4.76 | cum | 10,016.22 ₹47,677.21 | 10,016.22 ₹47,677.21 |
| 8.00 | For items 10.98 m to 18.30m | 14.44 | cum | 10,294.11 ₹1.5 L | 10,294.11 ₹1.5 L |
| 9.00 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding PLANE SURFACES | 19.93 | sqm | 1,095 ₹21,823.35 | 1,200 ₹23,916 |
| 10.00 | ABOVE G.L. to 3.30m | 25.98 | sqm | 1,130.87 ₹29,380 | 1,130.87 ₹29,380 |
Updated dates
Tender Value
₹19.7 L
EMD Value
₹20,000
Closing Date
27 Feb 2026, 4:00 pmClosed
Block Development Officer(V.Pts)
Panchayat Union, Vaiyampatti
Construction of 30,000 Ltr OHT at Amayapuram in Amayapuram Panchayat in vaiyampatty Block in Tiruchirappalli District under OMDGF -2025-26(Peri Urban Panchayat).
2026_RDTN_663460_1
B2/0668/2026-2
Open Tender
Civil Works
180 days
Panchayat Union, Vaiyampatti
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹20,000
Yes
20 May 2026
21 Feb 2026
27 Feb 2026
21 Feb 2026
27 Feb 2026
21 Feb 2026
CONSTRUCTION OF NEW OHT 30000 LIT AT AMAYAPURAM IN AMAYAPURAM PANCHAYAT Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m
Second depth of 1m
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers.
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board For items 1.5m to 4.5m below GL
For items 4.50 to 7.32m
For items 7.32 m to 10.98m
For items 10.98 m to 18.30m
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding PLANE SURFACES
ABOVE G.L. to 3.30m
Curved Surface (0 to 3.30m from floor level)
Square column (Below G.L. )
Square column (Ground level to 3.30 m)
Square column (3.31 to 4.30m )
Square column (4.31 to 5.30m )
Square column (5.31 to 6.30m )
Square column (6.31 to 7.30m )
Square column (7.31 to 8.30m )
Square column (8.31 to 9.30m )
Square column (9.31 to 10.30m )
Square column (10.31 to 11.30m )
Square column (11.31 to 12.30m )
Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by TWAD Board officers
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers.
FabricatFabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cu
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
Providing cut stone slab in CM 1:3 and as directed by TWAD Board officers
Providing manhole cover of size 1x1 0.60 X 0.60M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers.
65mm Ø GI pipes for over flow & 1xl
50mm Ø GI pipes for scour pipe 1xl
65mm Ø GI pipe for delivery 1x1 pipe
90mm Ø PVC Threaded coupler
65 mm Ø PVC threaded coupler
65mm Ø GI Tee
65mm Ø GI Coupler
65mm Ø GI union
65mm Ø GI Elbow
65x50mm Ø GI Reducer
65mm Ø GM Gate valve
50mm Ø GM gate valve
Cost of (63 mm PVC pipe 4 ksc)
63 mm PVC Elbow
PVC Adhesive (Solution)
Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after Pipe laying works. (176.48+20.01+24.42)
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Provision for water meter arrangments
Provision for chlorination arrangments
Provision for Fencing arrangments
Provision for soak pit arrangments
Provision for Name Board Charges
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}
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