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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAdmitted-Finance | ₹14.3 L | L1 | Admitted-Finance |
| 2 | L2₹15.3 L+₹1.0 L (7.16%)Admitted-Finance PASUMALAITHANGAL GINGEE VILUPPURAM | ₹15.3 L+₹1.0 L (7.16%) | L2 | Admitted-Finance |
| 3 | L3₹15.6 L+₹1.4 L (9.75%)Admitted-Finance | ₹15.6 L+₹1.4 L (9.75%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R SELVARAJ L2 | PMS CONSTRUCTION L1 | RENGASAMY S L3 |
|---|---|---|---|---|---|---|
| 1.00 | Sump Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges. etc. complete as directed by TWAD Board Officers as detailed below. | 67.82 | Cum | 263 ₹17,836.66 Lowest | 350 ₹23,737 | 270 ₹18,311.4 |
| 2.00 | Supply and filling the foundatiion and basement with clear M. sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. | 7.54 | Cum | 1,736 ₹13,089.44 Lowest | 1,800 ₹13,572 | 1,750 ₹13,195 |
| 3.00 | Plain cement concrete with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone for levelling course including cost of mixing cement, placing, ramming and curing etc., complete as directed by the TWAD Board Officers. | 7.54 | Cum | 5,354 ₹40,369.16 Lowest | 5,500 ₹41,470 | 5,375 ₹40,527.5 |
| 4.00Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers | ||||||
| 5.00 | Above GL | 18.97 | Cum | 9,091 ₹1,72,456.27 | 8,200 ₹1,55,554 Lowest | 9,125 ₹1,73,101.25 |
| 6.00 | Below GL & Upto 1.50m | 15.45 | Cum | 9,091 ₹1,40,455.95 | 8,200 ₹1,26,690 Lowest | 9,125 ₹1,40,981.25 |
| 7.00 | Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by TWAD Board Officers. | 2.94 | MT | 91,917 ₹2,69,868.31 | 90,000 ₹2,64,240 Lowest | 92,500 ₹2,71,580 |
| 8.00Centering for sides and soffits of R.C.C slab for plane surface / curved surface including strutting upto required height using MS sheets of size 90cmx60cm and BG 10 gauge, stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification etc., complete as directed by the TWAD Board Officers for the following items | ||||||
| 9.00 | Plain surface | 42.42 | Sqm | 1,095 ₹46,449.9 Lowest | 1,600 ₹67,872 | 1,125 ₹47,722.5 |
| 10.00 | Circular column | 148.13 | Sqm | 1,204 ₹1,78,348.52 | 1,200 ₹1,77,756 Lowest | 1,325 ₹1,96,272.25 |
Tender Value
Refer Docs
EMD Value
₹16,000
Closing Date
5 Aug 2026, 4:00 pmClosed
BLOCK DEVELOPMENT OFFICE
BLOCK DEVELOPMENT OFFICE PERAMBALUR
Construction of 100000 Liter Capacity Sump, Pump Room and Motor Arrangements at Pudhunaduvalur Pt in Perambalur Block in Perambalur District
2026_RDTN_686434_1
Lr No 1774/2026/A2 Dt 13.07.2026
Open Tender
Civil Works
Item Wise
180 days
BLOCK DEVELOPMENT OFFICE PERAMBALUR
AS PER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹0
₹16,000
19 Aug 2026
17 Jul 2026
5 Aug 2026
17 Jul 2026
5 Aug 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Sump Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges. etc. complete as directed by TWAD Board Officers as detailed below. | 1 | Cum | - | - |
| 2 | Supply and filling the foundatiion and basement with clear M. sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. | - | Cum | - | - |
| 3 | Plain cement concrete with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone for levelling course including cost of mixing cement, placing, ramming and curing etc., complete as directed by the TWAD Board Officers. | - | Cum | - | - |
| 4 | Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers | - | - | - | - |
| 5 | Above GL | 1 | Cum | - | - |
| 6 | Below GL & Upto 1.50m | 1 | Cum | - | - |
| 7 | Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by TWAD Board Officers. | - | MT | - | - |
| 8 | Centering for sides and soffits of R.C.C slab for plane surface / curved surface including strutting upto required height using MS sheets of size 90cmx60cm and BG 10 gauge, stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification etc., complete as directed by the TWAD Board Officers for the following items | - | - | - | - |
| 9 | Plain surface | - | Sqm | - | - |
| 10 | Circular column | 1 | Sqm | - | - |
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