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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | ₹9.5 L | L1 | Accepted-AOC LER |
| 2 | L2₹9.8 LRejected-Finance NOT APPLICABLE | ₹9.8 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | C Karthikeyan L2 | V MURUGESAN L1 |
|---|---|---|---|---|---|
| 1.00Construction Of 10000 Liters OHT At Veeradivari in Vadakkur South Panchayat. | |||||
| 2.00 | Earthwork excavation and depositing on bank with an initial lead of 10M and initial lift of 2M in hard stiff clay stiff blockcotton soil hard red earth shells, murrams, gravel stoney earth and earth mixed with 50% fair sized boulders etc. complete for Foundation | 26.94 | cum | 270.89 ₹7,297.78 | 263 ₹7,085.22 |
| 3.00 | 2 nd Depth | 0.93 | cum | 284.28 ₹264.38 | 276 ₹256.68 |
| 4.00 | Supplying and filling with river sand including watering ramming and consolidation etc.,complete | 2.05 | cum | 2,339.13 ₹4,795.22 | 2,271 ₹4,655.55 |
| 5.00 | Cement concrete works 1:4:8(one part of cement, four part of sand and eight part of aggregate), using broken stone 40mm size for levelling course including mixing, placing, finishing, curing etc., complete. | 2.74 | cum | 6,275.79 ₹17,195.66 | 6,093 ₹16,694.82 |
| 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 Department officers. | |||||
| 7.00 | For footing below G.L. ( 1,50 to 4,50 below GL ) | 5.48 | cum | 9,927.14 ₹54,400.73 | 9,638 ₹52,816.24 |
| 8.00 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.12 | cum | 9,927.14 ₹11,118.40 | 9,638 ₹10,794.56 |
| 9.00 | For column and Middle brace 0 to 4.5m from GL | 2.2 | cum | 10,072.37 ₹22,159.21 | 9,779 ₹21,513.80 |
| 10.00 | For column beam floor slab from 4.51m to 7.32 m from GL | 2.55 | cum | 10,931.39 ₹27,875.04 | 10,613 ₹27,063.15 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
29 Jan 2026, 3:00 pmClosed
Block Development officer(BP), Orathanadu,Thanjavu
Block Development officer(BP), Orathanadu,Thanjavur
Thanjavur District Orathanadu block Construction of 10000 Lit OHT at Veeradivari in Vadakkur South Panchayat in Orathanadu block of Thanjavur district Under MLACds 2025-26 Tranche.
2026_RDTN_647760_1
Rc.No.4303/2025/A2 dated.20.01.2026
Open Tender
Civil Works - Buildings
120 days
Orathanadu
As per Tender document
9 documents required · 9 mandatory
₹0
₹10,000
14 Mar 2026
28 Jan 2026
29 Jan 2026
28 Jan 2026
29 Jan 2026
28 Jan 2026
Construction Of 10000 Liters OHT At Veeradivari in Vadakkur South Panchayat.
Earthwork excavation and depositing on bank with an initial lead of 10M and initial lift of 2M in hard stiff clay stiff blockcotton soil hard red earth shells, murrams, gravel stoney earth and earth mixed with 50% fair sized boulders etc. complete for Foundation
2 nd Depth
Supplying and filling with river sand including watering ramming and consolidation etc.,complete
Cement concrete works 1:4:8(one part of cement, four part of sand and eight part of aggregate), using broken stone 40mm size for levelling course including mixing, placing, finishing, curing etc., complete.
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 Department officers.
For footing below G.L. ( 1,50 to 4,50 below GL )
For Column and Brace upto G.L ( 0 to1,50 below GL )
For column and Middle brace 0 to 4.5m from GL
For column beam floor slab from 4.51m to 7.32 m from GL
For side wall, hance and Roof slab from 7.32 m to 10.98 m from GL
Centering for sides and soffits of reinforced cement concrete structures including strutting etc.complete ,
For Below GL Plain Surface For column footing and GL Brace
From GL to 3.30m Plain Surface For Middle Brace and Roof Slab
From 6.31m to 7.30 Plain Surface For Floor Beam and Bottem of Floor slab
For Square Column below GL
For Square Column 3.31 to 4.30m Ht
For Square Column 4.30 to 5.30m Ht
For Square Column 5.31m to 6.30m Ht
For Square Column 6.31m to 7.30m Ht
Curved Surface 0 to 3.30m
Supplying , Fabricating & Placing in position of RTS Grills for reinfrocement including cost of steel for all reinforced concrete works etc complete
Painting two coats with approved colours over cement Paint plastered wall surface including cleaning, preparing the surface and curing etc.,complete
Plastering in CM 1;3, 12mm thick 10m2 Including cleaning Preparing the surface and curing etc.complete as directed by Department Officers etc.,
Supply and Delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16 mm MS plain rods fixed at 30cm C/C welded jointed etc ., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint , for providing access to roof top of OHT of suitable inclined length , including bottom anchorage and transportation and as directed by TWAD Board officers. The rate includes concrete bed block in CC 1:2:4 using 20mm HBGS at top and bottom of suitable size with necessry anchor bolts.
Providing and fixing of RCC Inner access ;adder om RCC 1:1.5:3 using 20mm HBG stne for OHT including cost reinforcement placing grill in position , centering shuttering charges , mixing concret curing etc.
Providing GI Ventilation arrangements 2 Nos Mosquito proof nylon net with 65mm GI Pipe, 4 Nos 65mm GI elbow, 4 Nos Cutting and 8 Nos threading and 2 Nos 65mm GI Tee.
Supplying & fixing of water tight manhole frame and cover of size 0.75mx0.75m over the roof slab of the OHT as directed by the Department Officers.
Supply & Delivery of following Pipes and specials for OHT connection
Supply of GI Pipes for OHT Connections 65 mm dia
Supply of GI Pipes for OHT Connections 50 mm dia
Supply of GI Pipes for pipe line extension 65 mm dia
Supply and Delivery of G.M.Gate valve 65mm size
Supply & Delivery of 65 mm G.I Tee
Supply & Delivery of 65 mm G.I Coupling
Supply & Delivery of 65 mm G.I bend
Supply & Delivery of 50 mm G.I bend
Supply & Delivery of 80mm x 65mm G.I.Reducer
Supply & Delivery of 65mm G.I.flange set
Supply & Delivery of 50mm G.I.flange set
Labour charges for fixing of G.I. Pipes & Specials for OHT pipe inlet and outlet ,over flow and scour connections as directed by the Department Officers,
Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers
Provision for Clorinator
Provision for Water Meter, Dirt Box and Erection Charges including all labour charges etc.complete
For Platform Arrangements for OHT
Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in Hard stiff clay, Stiff Black Cotton soil, Hard red earth, Shaless, Murrams and earth mixed with small size boulders etc. as per SS 20B.
Supply and filling of sand as directed by Deparment Officers etc.,
Plain Cement Concrete 1:4:8 (one cement four sand and eight aggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete and as directed by Deparment Officers etc., complete.
Brick work in CM 1:5(one cement five sand) using country bricks of size 8 ¾ x 4 ¼ x 2 including curing etc. complete and as directed by Department Officers etc., complete.
Plain Cement Concrete 1:2:4 using 20mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete and as directed by Deparment Officers etc., complete.
Plastering in CM 1:5, 12mm thick as directed by Department Officers etc.,
Extention of Pipe Line
63 mm OD PVC 4 ksc pipe Left
Earth work excavation and depositing on bank with initials lead of 10 m and initial llift of 2m in ordinary soils for a depth of 1.05 m and width of 0.60 m for Pipe Laying works
Conveyance of PVC rigid pipes with in a lead of 200m lowering into trenches laying to proper grade and alignment ,jointing with pvc spls. with cement paste, testing to the required pressure including conveyance of water upto 1km lead for filling during testing exclu ding the cost pipes& jointing materials.burst occurs during testing,it should be rectified at contractors own cost&as directed by Department officers
Refilling the trenches with excavated earth after pipes arelaid as directed by Department officers
Supply and delivery of following PVC/GI Specials
63mm PVC Bend page 12 ,sl.no-3
63mm Coupler PVC Tee
63mm End Cap
63mm PVC Elbow
63mm PVC Coupler
Solvent Cement
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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