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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC | ₹10.9 L | L1 | Accepted-AOC L1 Accept |
| 2 | L2₹11.2 LRejected-Finance | ₹11.2 L | L2 | Rejected-Finance L2 Reject |
| Sl No | Description | Qty | Unit | DURAIRAJ C L1 | V MUTHUKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Construction of Borewell and Pump Room at Chief Minister Mini Stadium at Peravurani Assembly Constituency, Thanjavur District. (Govt. Boys Higher Secondary Play Ground at Peravurani Survey No.1/1b&2/3) in Peravurani Town Panchayat. | |||||
| 2.00 | Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation | 6.5 | Cu.m | 263 ₹1,709.50 | 270.89 ₹1,760.79 |
| 3.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 0.96 | Cu.m | 5,949 ₹5,711.04 | 6,127.47 ₹5,882.37 |
| 4.00 | Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete | 2.89 | Cu.m | 45 ₹130.05 | 46.35 ₹133.95 |
| 5.00 | Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. | 0.83 | Cu.m | 2,181 ₹1,810.23 | 2,246.43 ₹1,864.54 |
| 6.00Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. | |||||
| 7.00 | For foundation and basement | 3.54 | Cu.m | 6,340 ₹22,443.60 | 6,530.2 ₹23,116.91 |
| 8.00 | For super structure | 3.39 | Cu.m | 6,433 ₹21,807.87 | 6,625.99 ₹22,462.11 |
| 9.00 | Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers. | 0.77 | cum | 9,676 ₹7,450.52 | 9,966.28 ₹7,674.04 |
| 10.00 | Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978. | 5.55 | Sqm | 547 ₹3,035.85 | 563.41 ₹3,126.93 |
Tender Value
₹11.3 L
EMD Value
₹11,250
Closing Date
12 Mar 2026, 3:00 pmClosed
Block Development Officer(BP)
Block Development Officer(BP)
Construction Of Borewell and Pump Room at Chief Minister Mini Stadium At Peravurani Assembly Constituency, Thanjavur District.(Govt. Boys Higher Secondary Play Ground in Peravurani Town Panchayat
2026_RDTN_671639_1
2601/2025/A2
Open Tender
Civil Works
Block Development Office(BP)
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹11,250
Yes
Block Development Office(BP)
12 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
10 Mar 2026
Construction of Borewell and Pump Room at Chief Minister Mini Stadium at Peravurani Assembly Constituency, Thanjavur District. (Govt. Boys Higher Secondary Play Ground at Peravurani Survey No.1/1b&2/3) in Peravurani Town Panchayat.
Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation
Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete
Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers.
Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.
For foundation and basement
For super structure
Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers.
Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978.
Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers.
Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers.
Flooring in C C 1:4:8 (one cement ,four sand and eight HBS) 10 cm thick using 40mm HBS metal and top finished with Cement mortar 1:3 (one cement and three sand) 12 mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers.
Supply and fixing of MS door (Single leaf) of sizes 1.00 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer
Supplying fabricating and placing in position of ribbed steel rods for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors etc., complete
Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departm
White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers.
Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone M.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete
Electrification
Light Point SD 21
Plug Point SD 34
16 Amp DPIC SD136
Meter Board SD 125
GI Service Pipe SD 67
Service Main SD 62
Arial Fuse SD 130
4X40W tube SD 83
Service Wire
BH Fitting SD 80
40W Bulb SD 77
Borewell
Conducting Geophysical survey Fixing the location
Drilling of bore wells any where in Thanjavur district including transpotation from one place to another place within the above dirstrict in alluvial soil (or) sedimentary state of clay and sand stone shales, Pebbles, boulders etc., by first taking a pllo
Drilling 150.mm Pilot bore
Up to 60mt depth ending below ground level(WD-W0783)
From 60 m and up to 90 mt depth ending below ground level(WD-W0784)
From 90 m and up to 120 mt depth ending below ground level(WD-W0785)
From 120 m and up to 150 mt depth ending below ground level(WD-W0786)
Reaming from 150 mm dia pllot of bore to 300 mm dia bore as driected by the department officers.
Up to 60mt depth ending below ground level (WD-W0794 )
From 60 m and up to 90 mt depth ending below ground level(WD-W0795)
From 90 mt to 120 mt depth ending ground level(WD-W0796)
From 120 mt to 150 mt depth ending ground level(WD-W0797)
Labour Charges for inserting PVC Casing pipes assembly (with slots and without slots) in the drilled hole including jointing the pipes with PVC couplers with cement pases etc., complete and supplying and packing dia annular space with pebbles of size (WD-W0837)
Charges for developing the bore wells with air compressor of 600 cfm capacity (minimum 8 Hours) including transportatiion labour and fule charges for compressor as dricted by departmental officers etc.,(WD-W0833)
Supplying and delivery of the following Meterials as per ISI Specification.
150 mm PVC plain Casing (MW)
150 Mm PVC Screen Casing pipes
150 mm PVC End Plug (WD-M0115)
Supply and delivery of Three phase 7.5 Hp pumpset with mortar as per ISI 250 Lpm x 125 m head suitable accessories for the above pumpset.(WD-M1681)
Supply and delivery of 7.5 Hp Panel board and all its accessories suitable for submersible pumpset star deltal (WD-M1915)
Supply and delivery of follwing GI pipes and special
50 mm GI Bend (WD-M0602)
50 mm UPVC pipe (ISI make)(WD-M0051 )
50 mm GI pipe (WD-M0489 )
50 mm Gi Flange washer with bolt nut (WD-M0597)
50 GI Adaptor
50 mm MS Clamp Set (WD-M0617)
50 mm GI Elbow (WD-M0594)
4 sqm Flat copper Submersible Cable (WD-M1975)
56/0.3( 4sqmm) Coppper wire for Service Connection (Finolex)
16mm Nylon rope
7/20 GI Wire 14Swg. TC Wire
main Switch (16 AMP- 230V)
fuse Carrier (16 AMP)
Borecover using MS flat of sie 1cm * 3mm and ms sheet on top with bolting arrangements for xecuring cap in position(WD-W0736)
Labour Charges for Erection of Pumpset, in the bore well, including Connection of Submersible Cable etc.,(WD-W0856)
EXTENSION OF PIPELINE - 63 MM
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
Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works
a. 63 mm OD PVC Pipe 4 KSC
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
a. 63 mm OD PVC Pipe 4 KSC
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.
a. 63 mm OD PVC Pipe 4 KSC
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63m PVC Bend
63mm Coupler
63mm PVC Tee
63mm PVC Elbow
63mm PVC End Cap
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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