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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.5 LAccepted-AOC | 1 | Accepted-AOC Lowest quated amount | |
| 2 | 2₹24.7 L+₹14,631.57 (0.60%)Rejected-AOC | 2 | Rejected-AOC Highest quated amount |
| Sl No | Description | Qty | Unit | Vijay constructions L2 | S.Kesavamanikandaprabhu L1 |
|---|---|---|---|---|---|
| 1.00Name of Work:1.Construction of 60000 ltr OHT with 12m Stage Near HSC Building opposite @ Sokkanur H/O Sokkanur pt | |||||
| 2.00 | Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, In hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravely stoney earth and earth mixed with small sized boulders and hard gravelly soil First depth of 2m From 0 to 2 m below GL | 67.53 | cum | 280 ₹18,908.4 | 263.7 ₹17,807.66 Lowest |
| 3.00 | Filling the sides of foundation with M-sand in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification and as directed by the TWAD Board Officers. | 2.92 | cum | 1,800 ₹5,256 | 1,713.3 ₹5,002.84 Lowest |
| 4.00 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 4.37 | cum | 5,400 ₹23,598 | 5,358.2 ₹23,415.33 Lowest |
| 5.00 | RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete.1.50m to 4.50m below For items 1.5m to 4.5m below GL | 9.28 | Cum | 9,200 ₹85,376 | 9,132.7 ₹84,751.46 Lowest |
| 6.00 | Items 0 to 1.5m below GL | 2.33 | Cum | 9,000 ₹20,970 | 8,993.9 ₹20,955.79 Lowest |
| 7.00 | Above GL & Upto 4.5m | 3.94 | Cum | 9,136 ₹35,995.84 | 9,135 ₹35,991.9 Lowest |
| 8.00 | Above 4.50m & upto 7.32m from GL | 3.11 | Cum | 9,412 ₹29,271.32 Lowest | 9,412.9 ₹29,274.12 |
| 9.00 | Above 7.32m & upto 10.98m from GL | 3.52 | Cum | 9,691 ₹34,112.32 | 9,690.8 ₹34,111.62 Lowest |
| 10.00 | Above 10.98m & upto 14.64m from GL | 9.92 | Cum | 9,970 ₹98,902.4 | 9,969.4 ₹98,896.45 Lowest |
Tender Value
₹26.5 L
EMD Value
₹26,500
Closing Date
10 Feb 2026, 3:00 pmClosed
Block development officer vp
Block development officer vp
Construction of 60000 ltr OHT with 12m Stage Near HSC Building opposite at Sokkanur Ho Sokkanur pt
2026_RDTN_651168_1
06/2026/Dt 02/01/2026
Open Tender
Civil Works
Works
Sokkanur
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹26,500
Yes
6 Mar 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, In hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravely stoney earth and earth mixed with small sized boulders and hard gravelly soil First depth of 2m From 0 to 2 m below GL
Filling the sides of foundation with M-sand in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification and as directed by the TWAD Board Officers.
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete.1.50m to 4.50m below For items 1.5m to 4.5m below GL
Items 0 to 1.5m below GL
Above GL & Upto 4.5m
Above 4.50m & upto 7.32m from GL
Above 7.32m & upto 10.98m from GL
Above 10.98m & upto 14.64m from GL
Above 14.64m & upto 18.30m from GL
Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or susitable size of BG.10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to13cm dia spaced at 75cm centre to centre complying with standard specifications etc. completeBelow G.L.to up to 3.30m above GL
From GL to 3.30m
3.30 to 4.30m (Plane)
5.30 m to 6.30mabove G.L.
8.30 m to 9.30mabove G.L.
11.30 m to 12.30mabove G.L.(Plane)
SQUARE COLUMN0 to 3.30m above and below G.L.
0 to 3.30m above G.L.
3.30 to 4.30m above G.L.
4.31m to 5.30m ht
5.31m to 6.30m ht
6.30 to 7.30m above G.L.
7.30 to 8.30m above G.L.
8.30 to 9.30m above G.L.
9.30 to 10.30m above G.L.
10.30 to11.30m above G.L.
11.30 to12.30m above G.L.
Curved Surface - 0 to 3.30m
Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete.RTS rod
Painting two coats with best exteriour emulsion paint including all labour charges etc completed
Fabrication, supply, delivery at site and fixing in position of MS ladder with easy inclination in two parts with width 45cm made out of 50mm x 50mm x 6mm MS angle using 16 mm dia round bar at 30cm centre to centre as steps with handrails at the top for 2.00m inclined height and also with necessary projecting arms at the top and bottom for proper resting with one coat of red oxide paint , loading,transit,unloading, insurance charges, taxes etc., complete as directed by the TWAD Board officers. The rate includes concrete bed block in CC 1:3:6 using 20mm HBGS at top and bottom of suitable size with necessory anchor bolts .
Fabrication, supply, delivery at site and fixing in position of RCC ladder with easy inclination in two parts with width 45cm made out of 50mm x 50mm x 6mm MS angle using 16 mm dia round bar at 30cm centre to centre as steps with handrails at the top for 2.00m inclined height and also with necessary projecting arms at the top and bottom for proper resting with one coat of red oxide paint , loading,transit,unloading, insurance charges, taxes etc., complete as directed by the TWAD Board officers. The rate includes concrete bed block in CC 1:3:6 using 20mm HBGS at top and bottom of suitable size with necessory anchor bolts .
Providing ventilating arrangements mosquito proof net Wiremesh with 50mm GI bend.
Providing manhole cover of size 0.60mx0.60m
65mm Ø GI pipes for inlet 1 x 1 connection
65mm Ø GI pipes for over flow
65mm Ø GI pipes for scour pipe1 x1
80mm Ø GI pipes for Outlet delivery Pipe 1 x 1
65mm Ø GI Tee
65mm Ø GI Bend
65mm Ø GI Coupling
80mm Ø GI Coupling
65mm Ø GI Union
80mm Ø GI Union
65mm Ø GI Elbow
65mm Ø GM Gate valve
85mm Ø GM Gate valve
Earth work excavation for cutting in all siols and sub soil to full depth and refilling with excavated earth in layers of not more than 15cm thick well ramed and consolidated and depositing the surplus earth in all place shown by Departmental officer with initial lead and lift, etc including all the site complete complying with standrad specifications as per SS 20B
Cement concrete 1:4:8 mix using 40mm HG metal including cost and conveyance of all materials to site and all labour for watering, wherever necessary and laid in layers not more than 15 cm thick compacting etc., complet complying with standard specification and as directed..
Supply and errection of steel centering for all CC works using MS sheets and angles and strutting upto 3.00 in height including cost and conveyance of all materials to site and all labour charges etc complete.
Cement concrete 1:2:4 mix using 20mm HG metal including cost and conveyance of all materials to site and all labour for watering, wherever necessary and laid in layers not more than 15 cm thick compacting etc., complet complying with standard specification and as directed..
Earth work excavation for cutting in all siols and sub soil to full depth and refilling with excavated earth in layers of not more than 15cm thick well ramed and consolidated and depositing the surplus earth in all place shown by Departmental officer with initial lead and lift, etc including all the site complete complying with standrad specifications as per SS 20B
Supply and filling og Rough stone in all etc
Supply and filling of 40mm metal in all etc
Supply of RCC Ring in all etc
Supply and fixing of 10 SWG 2 Ply Barbed wire , horizontal rows3 nos& Chain link Wire Mesh(100mm x100mm) including the cost of binding wire to bind the Chain link Wire Mesh with Fencing Post and excluding the cost of post etc.,
Earth work excavation and depositing on bank with in initial lead of 10 mand initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,
Provision RCC Fencing post including all labour charges etc completed
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
Providing and Laying of Interlocking Concrete Block (Surface Textured) Pavements having thickness 80mm and compacted over a thin bedding M.Sand layer of 30 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Cost and supply of 75 mm PVC 6KSC Pipes
Earth work excavation and depositing on bank with in initial lead of 10 mt and initial lift of 2mt in the following classification of Soils etc.,
Laying and Jointing of PVC pipes etc.,
Refilling the excavated earth inclu all cost etc
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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