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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC | ₹19.2 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹19.3 LRejected-Finance | ₹19.3 L | L2 | Rejected-Finance REJECT |
| Sl No | Description | Qty | Unit | S.MUTHUVEL L1 | SHANMUGAM CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 Lit OHT ( 12 m Stage ) at Kaaranguda Habitation in Marakkavalasai Panchayat | |||||
| 2.00 | Earth work excavation in all class of Soil except hard rock requiring blasting with intial lead and lift etc. Complete for foundation as per SS 20B. First depth upto 2 m | 58.55 | Cu.m | 263.78 ₹15,444.32 | 263.78 ₹15,444.32 |
| 3.00 | Earth work excavation in all class of Soil except hard rock requiring blasting with intial lead and lift etc. Complete for foundation as per SS 20B. second depth Above 1 m | 13.12 | Cu.m | 276.2 ₹3,623.74 | 276.2 ₹3,623.74 |
| 4.00 | Supplying and filling with Good Quality M.sand including Cost and conveyance, labour charges etc, Complete. | 8.75 | Cu.m | 2,263.18 ₹19,802.83 | 2,263.18 ₹19,802.83 |
| 5.00 | C.C.(1:4:8) Mix using 40mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete. | 4.37 | Cu.m | 6,070.21 ₹26,526.82 | 6,070.21 ₹26,526.82 |
| 6.00Cement concrete ( M 30 ) mix using 10mm & 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for bed blocks for 10 cum | |||||
| 7.00 | a) For items 1.5m to 4.5m below GL | 13.52 | Cu.m | 7,866.93 ₹1.1 L | 7,866.93 ₹1.1 L |
| 8.00 | b) For items 0 to 1.50m below GL | 1.75 | Cu.m | 7,728.16 ₹13,524.28 | 7,728.16 ₹13,524.28 |
| 9.00 | c)For items 0m to 4.5m above GL | 2.83 | Cu.m | 7,869.23 ₹22,269.92 | 7,869.23 ₹22,269.92 |
| 10.00 | d) For items 4.51m to 7.32m above GL | 2.23 | Cu.m | 8,147.12 ₹18,168.08 | 8,147.12 ₹18,168.08 |
Tender Value
Refer Docs
EMD Value
₹19,710
Closing Date
20 Jan 2026, 3:00 pmClosed
BLOCK DEVELOPEMENT OFFICER (BP) SETHUBAVACHATRAM
BLOCK DEVELOPEMENT OFFICER (BP) SETHUBAVACHATRAM
Construction of 30000 Lit OHT ( 12 m Stage ) at Kaaranguda Habitation in Marakkavalasai Panchayat at Sethubavachatram Block in Thanjavur District under 15TH FC (BP) 2025 2026
2026_RDTN_643575_1
1342/2024/A2
Open Tender
Civil Works - Others
180 days
MARAKKAVALASAI
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹19,710
Yes
27 Feb 2026
14 Jan 2026
20 Jan 2026
14 Jan 2026
20 Jan 2026
14 Jan 2026
Earth work excavation in all class of Soil except hard rock requiring blasting with intial lead and lift etc. Complete for foundation as per SS 20B. First depth upto 2 m
Earth work excavation in all class of Soil except hard rock requiring blasting with intial lead and lift etc. Complete for foundation as per SS 20B. second depth Above 1 m
Supplying and filling with Good Quality M.sand including Cost and conveyance, labour charges etc, Complete.
C.C.(1:4:8) Mix using 40mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete.
a) For items 1.5m to 4.5m below GL
b) For items 0 to 1.50m below GL
c)For items 0m to 4.5m above GL
d) For items 4.51m to 7.32m above GL
e) For items 7.32m to 10.98m above GL
f)For items 10.98m to 14.64m above GL
g)For items above 14.64m & up to 18.30m from GL
a. Below GL
b. From GL to 3.30 m
c. From 5.30 m to 6.30 m Above GL
d. From 8.30 m to 9.30 m above GL
From 11.30 m to 12.30 m above GL
For Floor slab 11.31m to 12.30 m
ForCurved Surface 12.30m to 13.30 m
ForCurved Surface 13.30m to 14.30 m
ForCurved Surface 14.30m to 15.30 m
Square column Below GL and upto 3.30 m Above GL
3.31 m to 4.30 m ht
For coloumn 4.31m to 5.30 m
For coloumn 5.31 m to 6.30 m
For coloumn 6.31 m to 7.30 m
For coloumn 7.31 m to 8.30 m
For coloumn 8.31m to 9.30 m
For coloumn 9.31 m to 10.30 m
For coloumn 10.31 m to 11.30 m
For coloumn 11.31m to 12.30 m
Exterior Emulsion two coats of approved colour with two coats of including rubbing and labour charges etc.
Steel - supply , fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming reinfore=ced concrete works etc
fabrication , supply delivery and fixing of outside MS ladder of 45 cm wide 50*50*6mm MS Angle for side stepsin 16 mm MS plain rods fixed at 30 mm c/c weltwd and joined etc.
providing and fixing of RCC ccess ladder in RCC 1:1.5:3 mix using 20 mm HBG metal including cost and conveyance etc.
Providing and PVC ventilating arrangement , mosquito proof nylon net with 110 mm PVC pipes and cowl etc complete .
Providing cut stone of size 0.30*0.30m*0.15 m Cm 1:3 service reservoir as directed by TWAD board Officer
Providing manhole cover of size 0.60*0.60m in RCC 1:1.5: 3 mix with suitable reinforcement and 50*50*6 mm MS along edges etc . Complte
65mm Ø GI pipes for over flow & 1xl
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 90 Bend
65mm Ø GI 90 Bend Short
65mm Ø GI coupler
65mm Ø GI union
65mm Ø GI Elbow
50mm Ø GI Union
50mm Ø GI Elbow
50mm Ø GI Tee
65x50mm Ø GI Reducer
75mmx 63mm PVC Reducer
65mm Ø GM Gate valve
50mm Ø GM gate valve
63mm PVC 4Ksc
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause
Water meter Dirt BOX
Water meter erection charges
Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 63 mm Pipe Line
Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm Pipe Line
Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc 63 mm Pipe Line
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Earth work excavation and depositing on bank with an initial lead and lift etc., complete
Sand Filling with good river sand filling with good ive sand including cost nd coveyance etc., complete
Cement concete 1:4:8 mix using 40mm HBG metal including cost and conveyance eyc., complete
Brick work in CM 1:5 mix using normal Country bricks including cost and conveyance eyc., complete
Cement concete 1:2:4 mix using 20mm HBG metal including cost and conveyance eyc., complete
Plastering with cm1:5 mix using 12mm thick including cost and Conveyence etc.,complete
Provision for Chlorinator
Provision for Soak Pit Charges
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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