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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC | ₹10.4 L | L1 | Accepted-AOC Addmited |
| 2 | L2₹10.5 LRejected-AOC | ₹10.5 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Murugan Contractor L1 | KMC CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.001.Construction of 10000 Lit OHT 12M Stage at Melkurumar Kottai Village H/O Veppalampatti | |||||
| 2.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary.Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.complete complying with standard specification. | 18.39 | Cum | 193.01 ₹3,549.45 | 193.49 ₹3,558.28 |
| 3.00 | Second Depth of 1M | 0.36 | Cum | 193.01 ₹69.48 | 193.49 ₹69.66 |
| 4.00 | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. | 1.35 | Cum | 1,346.75 ₹1,818.11 | 1,350.12 ₹1,822.66 |
| 5.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, five parts of sand and ten parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 2.07 | Cum | 4,407.2 ₹9,122.90 | 4,418.23 ₹9,145.74 |
| 6.00RCC 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 Boa | |||||
| 7.00 | For items 1.5m to 4.5m below GL | 1.23 | Cum | 7,963.7 ₹9,795.35 | 7,983.63 ₹9,819.86 |
| 8.00 | For items 0 to 1.50m below GL | 0.71 | Cum | 7,860.5 ₹5,580.96 | 7,880.17 ₹5,594.92 |
| 9.00 | For items 0m to 4.5m above GL | 1.46 | Cum | 7,963.7 ₹11,627 | 7,983.63 ₹11,656.10 |
| 10.00 | For items 4.51m to 7.32m above GL | 3.4 | Cum | 8,166.99 ₹27,767.77 | 8,187.43 ₹27,837.26 |
Tender Value
₹10.6 L
EMD Value
₹11,000
Closing Date
31 Dec 2025, 3:00 pmClosed
The Block Development Officer
The Block Development Officer
Krisinagiri Dt Bargur Block 15th CFC Construction of 10000 Lit Tank at Kuruber Kottai Village Veppalampatti Panchayat BRG_64
2025_RDTN_637166_1
200_2021_A2_dt_25_06_2022
Open Tender
Civil Works - Others
180 days
The Block Development Officer
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹11,000
13 Feb 2026
29 Dec 2025
31 Dec 2025
29 Dec 2025
31 Dec 2025
29 Dec 2025
1.Construction of 10000 Lit OHT 12M Stage at Melkurumar Kottai Village H/O Veppalampatti
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary.Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.complete complying with standard specification.
Second Depth of 1M
Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
Plain Cement Concrete 1 : 4 :8 ( one part of cement, five parts of sand and ten parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
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 Boa
For items 1.5m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL
For items 4.51m to 7.32m above GL
For items 7.32m to 10.98m above GL
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 Below G.L.
ABOVE G.L. to 3.30m
Curved Surface 0 to 3.30m from floor level
Curved Surface 5.31 to 6.30 m from floor level
Square column Below G.L.
Square column 3.30m
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
Manhole Cover
Earthwork excavation and depositing on bank with initial lead and lift in all soil
75mm HDPE Pipe PN 6
63mm Gm gate Valve
63mm PVC Elbow
63mm PVC Tee
75mm PVC Pipe Over Flow
75mm PVC Elbow
65 mm Gi Pipe Inlet
65mm Gi Over flow
65mm Gi Source Pipe
65mm Gi Pipe Delivery
75mm PVC FTA
65mm Ø GI Elbow
65mm Gi Coupling
65mm GI Flangeset
65mm GM Gate Valve
Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers.
Provision For Soak Pit
Provision For Borewell
Geophysical investigation charges including preparation of Geophysical survery report etc, completed.
--- do Over Burden Soil
--- do -- in Hard rock
Supply and delivery of ISI marked 150 mm OD PVC causing pipe including all charges
supply and delivery of 7.5Hp Submersible Motor Vertical type 75Ipm x 250 m including cost of all Labour charges etc
supply and delivery of 7.5 Hp panel board including cost all labour charges etc..
180 mm Dia MS Bore Cover
50 mm ms Bore Clamp
40 mm UPVC Pipe
supply and delivery 4sq.mm.flat type copper - Sub cable with exciseduty including cost of all Labour charges etc..
90 mm HDPE Pipe PN 6
50 mm GI Pipe
50 mm Gm Gate Value
50 mm G.I. Hex Nipple
50 mm GI Coupling
50 mm GI Elbow
50 mm GI NRV
0.60x0.45 m Wooden board
63 Ams Fuse Carrier
20 mm Service GI Pipe
7/20 Service Connection SD.no.68
EB Charges
Construction of Pedestal for KIOSK box Including all Labour Charges
Erection of power pumps in borewell labour charges for erection of twin packer duplex type jet pumps in borewells upto 150 mm dia including fixing of Suction pipe regulating valves with jet assembly upto a maximum depth of 30 m and delivery pipe valves pressure gauges upto the exterior wall of pump room and erection of panel board consisting
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)
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