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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.8 L+₹371.06 (0.10%)Rejected-AOC | ₹3.8 L+₹371.06 (0.10%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.8 L+₹2,013.02 (0.53%)Rejected-AOC | ₹3.8 L+₹2,013.02 (0.53%) | L3 | Rejected-AOC L3 |
| 4 | L4₹4.0 L+₹16,761.88 (4.42%)Rejected-AOC | ₹4.0 L+₹16,761.88 (4.42%) | L4 | Rejected-AOC L4 |
| 5 | L5₹4.1 L+₹29,192.64 (7.70%)Rejected-AOC | ₹4.1 L+₹29,192.64 (7.70%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | CHINNA CONSTRUCTIONS L3 | V S CONSTRUCTION HARUR L6 | MVS CONSTRUCTION L5 | KARTHICK CONTRACTOR L4 | MANJIRA GROUPS L2 | Jayakumar L7 | SSSR GROUPS L8 | S.Meena Contractor L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Costruction of Mini Community Saniyary Complex (CSC Modell II) Type-2 near Govt High School Venkatasamuthiram H/O Venkatasamuthiram | |||||||||||
| 2.00 | Earth work 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. | 9.15 | m3 | 211 ₹1,930.65 | 263 ₹2,406.45 | 222.24 ₹2,033.5 | 219 ₹2,003.85 | 210 ₹1,921.5 | 249 ₹2,278.35 | 250 ₹2,287.5 | 206.7 ₹1,891.31 Lowest |
| 3.00 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications. | 1.92 | m3 | 4,377 ₹8,403.84 | 5,454 ₹10,471.68 | 13,157 ₹25,261.44 | 4,541 ₹8,718.72 | 4,349 ₹8,350.08 | 5,170 ₹9,926.4 | 4,550 ₹8,736 | 4,287.08 ₹8,231.19 Lowest |
| 4.00 | Brick work in cement mortar 1:5 mix using country bricks 83/4"x43/8"x23/4" including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. Base to Roof Level | 6.35 | m3 | 4,926 ₹31,280.1 | 6,165 ₹39,147.75 | 5,211.96 ₹33,095.95 | 5,111 ₹32,454.85 | 4,895 ₹31,083.25 | 5,819 ₹36,950.65 | 5,870 ₹37,274.5 | 4,825.08 ₹30,639.26 Lowest |
| 5.00 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etccolumn footing Below Ground Level : | 5.52 | m2 | 438 ₹2,417.76 | 547 ₹3,019.44 | 465.43 ₹2,569.17 | 454 ₹2,506.08 | 435 ₹2,401.2 | 517 ₹2,853.84 | 550 ₹3,036 | 429.02 ₹2,368.19 Lowest |
| 6.00 | For Column :Coulumn up to Grade beam Column upto Roof | 26.98 | m3 | 964 ₹26,008.72 | 1,204 ₹32,483.92 | 930.86 ₹25,114.6 Lowest | 1,000 ₹26,980 | 958 ₹25,846.84 | 1,138 ₹30,703.24 | 5,870 ₹1,58,372.6 | 943.85 ₹25,465.07 |
| 7.00 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works | 0.53 | MT | 73,561 ₹38,987.33 | 85,000 ₹45,050 | 78,113.45 ₹41,400.13 | 76,319 ₹40,449.07 | 73,101 ₹38,743.53 | 86,894 ₹46,053.82 | 70,000 ₹37,100 Lowest | 72,052.8 ₹38,187.98 |
| 8.00 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcemeat and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with Kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. BGL | 2.03 | m3 | 7,504 ₹15,233.12 | 9,357 ₹18,994.71 | 7,853.22 ₹15,942.04 | 7,785 ₹15,803.55 | 7,457 ₹15,137.71 | 8,864 ₹17,993.92 | 5,700 ₹11,571 Lowest | 7,349.8 ₹14,920.09 |
| 9.00 | For Superstructure Column upto Roof | 2.18 | m3 | 7,616 ₹16,602.88 | 9,498 ₹20,705.64 | 7,853.22 ₹17,120.02 | 7,902 ₹17,226.36 | 7,569 ₹16,500.42 | 8,997 ₹19,613.46 | 6,000 ₹13,080 Lowest | 7,460.34 ₹16,263.54 |
| 10.00 | Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc | 63.02 | m2 | 228 ₹14,368.56 | 285 ₹17,960.7 | 241.43 ₹15,214.92 | 237 ₹14,935.74 | 227 ₹14,305.54 | 270 ₹17,015.4 | 280 ₹17,645.6 | 223.62 ₹14,092.53 Lowest |
Tender Value
₹4.8 L
EMD Value
₹5,000
Closing Date
14 Aug 2026, 3:00 pmClosed
The Block Development Office, Pappireddipatti
The Block Development Office, Pappireddipatti
Pappireddipatti Block Construction of Mini Community Sanitary Complex (CSC Model-II) Type 2 near Govt High School, Venkatasamuthiram H/o Venkatasamuthiram Panchayat TN04-02-01 / 2026-27 - SBM(G) - CSC - Pappireddipatti Block P01
2026_RDTN_689148_1
TN04-02-01 / 2026-27 - SBM(G) - CSC - Pappireddipatti Block P01
Open Tender
Civil Works
Item Rate
The Block Development Office, Pappireddipatti
Can be seen in the tender documents
3 documents required · 3 mandatory
₹0
₹5,000
Yes
7 Sept 2026
28 Jul 2026
14 Aug 2026
28 Jul 2026
14 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Costruction of Mini Community Saniyary Complex (CSC Modell II) Type-2 near Govt High School Venkatasamuthiram H/O Venkatasamuthiram | - | - | - | - |
| 2 | Earth work 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. | - | m3 | - | - |
| 3 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications. | - | m3 | - | - |
| 4 | Brick work in cement mortar 1:5 mix using country bricks 83/4"x43/8"x23/4" including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. Base to Roof Level | 1 | m3 | - | - |
| 5 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etccolumn footing Below Ground Level : | 1 | m2 | - | - |
| 6 | For Column :Coulumn up to Grade beam Column upto Roof | - | m3 | - | - |
| 7 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works | - | MT | - | - |
| 8 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcemeat and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with Kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. BGL | 1 | m3 | - | - |
| 9 | For Superstructure Column upto Roof | - | m3 | - | - |
| 10 | Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc | - | m2 | - | - |
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