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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC | ₹19.2 L Quoted ₹19.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.4 LRejected-Finance TAMIL NADU | VELLORE | TAMIL NADU | 632001 | ₹19.4 L | L2 | Rejected-Finance Second Less Amount |
| Sl No | Description | Qty | Unit | S Vasanthakumar L1 | M/S VSP CONSTRUCTIONN L2 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 litrs OHT at Jagirthandalam H/O Jagirthandalam Panchayat | |||||
| 2.00 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers.Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | 63.54 | m3 | 255 ₹16,203 | 260 ₹16,520 |
| 3.00 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bd officers | 4.06 | m3 | 1,930 ₹7,836 | 1,933 ₹7,848 |
| 4.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. | 4.06 | m3 | 5,628 ₹22,850 | 5,628.71 ₹22,853 |
| 5.00 | RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing | 13.52 | m3 | 9,520 ₹1.3 L | 9,520.82 ₹1.3 L |
| 6.00 | Upto GL | 1.75 | m3 | 9,382 ₹16,419 | 9,382.05 ₹16,419 |
| 7.00 | Above Gl and Upto 4.50m Height | 2.83 | m3 | 9,523 ₹26,950 | 9,523.12 ₹26,950 |
| 8.00 | Above 4.50m and upto 7.32m Ht from GL | 2.22 | m3 | 9,801 ₹21,758 | 9,801.01 ₹21,758 |
| 9.00 | Above 7.32m and upto 10.98m Ht from GL | 2.53 | m3 | 10,078 ₹25,497 | 10,078.9 ₹25,500 |
| 10.00 | Above 10.98m and upto 14.64m ht form GL | 11.4 | m3 | 10,356 ₹1.2 L | 10,356.79 ₹1.2 L |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
29 Dec 2025, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER (BP)
BLOCK DEVELOPMENT OFFICE NEMILI
Construction of 30000 litrs OHT at Jagirthandalam H/O Jagirthandalam Panchayat
2025_RDTN_636745_1
A2/751/2025
Open Tender
Civil Works
BLOCK DEVELOPMENT OFFICE
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹19,710
Yes
5 Jan 2026
27 Dec 2025
29 Dec 2025
27 Dec 2025
29 Dec 2025
27 Dec 2025
Amount
Construction of 30000 litrs OHT at Jagirthandalam H/O Jagirthandalam Panchayat
Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers.Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bd officers
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers.
RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing
Upto GL
Above Gl and Upto 4.50m Height
Above 4.50m and upto 7.32m Ht from GL
Above 7.32m and upto 10.98m Ht from GL
Above 10.98m and upto 14.64m ht form GL
Above 14.64m and upto 18.30m ht form GL
Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers.
SQARE Surface
Columns above 3.30m upto 4.30m ht from GL
Columns above 4.30m upto 5.30m ht from GL
Columns above 5.30m upto 6.30m ht from GL
Columns above 6.30m upto 7.30m ht from GL
Columns above 7.30m upto 8.30m ht from GL
Columns above 8.30m upto 9.30m ht from GL
Columns above 9.30m upto 10.30m ht from GL
Columns above 10.30m upto 11.30m ht from GL
Columns above 11.30m upto 11.40m ht from GL
Plane Surface
Below G.L
upto 3.30m ht above GL
From 5.30m to 6.30m htabove GL
From 8.30m to 9.30m ht above GL
From 11.30m to 12.30m ht above GL
Curved Surface
Upto 3.30m height (From Floor Slab)
From 3.30m to 4.30m Height (From Floor Slab)
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 Board officers.
Painting two coats using approved quality Cement Paint over one cost of priming coat exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Board officers.
Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using roughly dressed cut stone supporting inlet pipe inside the tank and as directed by the officers
Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing 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 etc., complete as detailed below.
For Inlet Arrangements
65mm GI Pipes for inlet Connection and outlet
65mm GI Pipes for Over Flow and Rainwater
50mm GI Pipe for Scour Pipes
65mm GM Gate Valve
50mm GM Gate Valve
50mm dia Flange Set
65mm GI Tee
65mm GI Coupling
65mm GI Flange Set
65mm GI Elbow
50mm GI Elbow
Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by Board officers.
Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974
Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers
Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers
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., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers.
90mm PVC 6Ksc Pipes
Earth work excavation and depositing on bank with initial lead and lift in all soil for etc Complete
Laying and jointing of PVC pipe into trench for etc Complete
Refillingthe Earth work after into trench
Provision for Fencing Arrangements
Earth work excavation and depositing on bank with initial lead and lift in all soil for etc Complete
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers.
Brick Work in CM 1:5 mix using Country Brick including cost and conveyance of all charges etc completed
Cement concrete 1:2:4 (one cement two sand and four aggregates) using 20mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers.
Supply and Fixing 75 X 75 X 6mm L Angle including cost and conveyance of all charges etc completed
Supply and Fixing of Steel Gate including cost and conveyance of all charges etc completed
Supply and Erecting centering for side and soffits including cost and conveyance of all charges etc completed
Supply and Fixing of Chain Link 2"x2" using 10 Gauge two play and four proposed galvanished iron wire of all size including cost and conveyance of all charges etc completed
Supply and Delivery of Barbed wire using 10 Gauage two Play and four Proposed gaivanish iron wire of all size including cost and conveyance all labour charges etc complete.
Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc
Colour washing two coats with approved plastic emulsion paint inlcuding cost and conveyance and all labour charges etc,..completed..
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)
M/S VSP CONSTRUCTIONN (BID ID -1548551)
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