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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC | ₹17.5 L | L1 | Accepted-AOC L1accepted |
| 2 | L2₹17.5 LRejected-AOC | ₹17.5 L | L2 | Rejected-AOC L2rejected |
| 3 | L3₹18.5 LRejected-Finance | ₹18.5 L | L3 | Rejected-Finance ok |
| 4 | L4₹19.5 LRejected-Finance | ₹19.5 L | L4 | Rejected-Finance ok |
| Sl No | Description | Qty | Unit | SRI GANDHI AND CO L2 | THIRUSENTHUR MURUGHA AND CO L4 | A GANESAN L1 | KRN CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all soils such as red earth, hard stiff clay soil, stiff black cotton soil, hard redearth, shales, murrams, gravel, hard rock not requiring blasting ete complete., SS 20 В | 1 | M3 | - | - | - | - |
| 2.00 | a) For Column Footing | 55.3 | M3 | 236 ₹13,050.80 | 263 ₹14,543.90 | 235.8 ₹13,039.74 | 250 ₹13,825 |
| 3.00 | b) Pipe Line | 226.8 | M3 | 295 ₹66,906 | 329 ₹74,617.20 | 295 ₹66,906 | 313 ₹70,988.40 |
| 4.00 | Sand filling for foundation with clear M sand | 1 | M3 | - | - | - | - |
| 5.00 | a) For Column Footing | 2.3 | M3 | 1,687 ₹3,880.10 | 1,881 ₹4,326.30 | 1,683.5 ₹3,872.05 | 1,787 ₹4,110.10 |
| 6.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc., below 1.50 m & upto 4.50 m depth BGL
For Footing | 3.46 | M3 | 4,982 ₹17,237.72 | 5,554 ₹19,216.84 | 4,970.5 ₹17,197.93 | 5,276 ₹18,254.96 |
| 7.00 | R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing,laying, curing etc complete., | 1 | M3 | - | - | - | - |
| 8.00 | a) Below 1.5m & upto 4.50 m BGL | 7.58 | M3 | 8,368 ₹63,429.44 | 9,329 ₹70,713.82 | 8,349 ₹63,285.42 | 8,862 ₹67,173.96 |
| 9.00 | b) 0m to 1.5m Below GL | 1.73 | M3 | 8,368 ₹14,476.64 | 9,329 ₹16,139.17 | 8,349 ₹14,443.77 | 8,862 ₹15,331.26 |
| 10.00 | c) 0m to 4.5m Above GL | 2.81 | M3 | 8,495 ₹23,870.95 | 9,470 ₹26,610.70 | 8,475.5 ₹23,816.15 | 8,996 ₹25,278.76 |
Tender Value
₹19.7 L
EMD Value
₹19,800
Closing Date
16 Dec 2025, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER BP, DHARAPURAM
BLOCK DEVELOPMENT OFFICER BP, BDO BP OFFICE DHARAPURAM
CONSTRUCTION OF 30000 LITRE OHT AT CHEETIPALAYAM VILLAGE H/O GOVINDAPURAM PANCHAYAT
2025_RDTN_629318_1
954/2025/A2
Open Tender
Civil Works
CHETTIPALAYAM VILLAGE
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,800
Yes
BDO BP OFFICE DHARAPURAM
30 Dec 2025
8 Dec 2025
16 Dec 2025
8 Dec 2025
16 Dec 2025
8 Dec 2025
12 Dec 2025
Amount
Earth work excavation in all soils such as red earth, hard stiff clay soil, stiff black cotton soil, hard redearth, shales, murrams, gravel, hard rock not requiring blasting ete complete., SS 20 В
a) For Column Footing
b) Pipe Line
Sand filling for foundation with clear M sand
a) For Column Footing
PCC 1:4:8 using 40mm HBG metal including mixing curing etc., below 1.50 m & upto 4.50 m depth BGL For Footing
R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing,laying, curing etc complete.,
a) Below 1.5m & upto 4.50 m BGL
b) 0m to 1.5m Below GL
c) 0m to 4.5m Above GL
d) 4.5m to 7.32 m Above GL
e) 7.32 m to 10.98 m Above GL
f) 10.98 m to 14.64 m Above GL
g) 14.64 m to 18.30 m Above GL
Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab, Lintel, Beam coloum, sunshade etc complete.,
I) Plain Surface
a) Below GL
b) From GL to 3.30m
c) From 5.30m to 6.30m above GL
d) From 8.30m to 9.30m above GL
e) From 11.30m to 12.30m
II) Square Column
a) Square Column Below GL and upto 3.30m above GL
i) Column 0 to 3.3m ht. above G.L and below GL
ii) 3.31m to 4.30m ht
iii) 4.31m to 5.30m ht
iv) 5.31m to 6.30m ht
v) 6.31m to 7.30m ht
vi) 7.31m to 8.30m ht
vii) 8.31m to 9.30m ht
viii) 9.31m to 10.30m ht
ix) 10.31m to 11.30m ht
x) 11.31m to 11.40m ht
b) Curved Surface - upto 3.30m ht.
i) Floor slab side above platform Side wall above floor slab (inner face) Side wall above floor slab (outer face) Roof Slab sides above platform
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement.
Painting two coats with ready mixed Plastic emulsion of first class quality paint and of approved colour over a priming coat, inculding through scrapping, clean removal of dirt etc. complete and inculding necessary plasterof paris, putty whereever required.
Fabrication, supply, delivery and fixing of outside MS ladder.
Providing and fixing of RCC inner access ladder in M30.
Providing Ventilating arrangements with 50 mm Gl pipes with mosquito proof nylon net.
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m.
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
Supply, delivery and fixing of pipes and specials for OHT connections
a) 50 mm Gl Pipe
b) 63 mm OD PVC 4 ksc pipe
c) 50 mm GI Elbow
d) 50 mm GM Gatevalve
e) 50 mm Gl coupling
f) 63mm PVC Elbow
Lowering PVC/DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
a) 63 mm OD PVC 4 ksc pipe
Refilling the basement with excavated earth Standard specification
Provision for Name Board Charges
Provision for Rainwater Harvesting arrangements
Provision for Photos Charges
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)
SRI GANDHI AND CO (BID ID -1534927)
KRN CONSTRUCTION (BID ID -1535123)
THIRUSENTHUR MURUGHA AND CO (BID ID -1531860)
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