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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.5 L+₹5,695.26 (1.64%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.7 L+₹23,860.17 (6.86%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹3.8 L+₹28,985.29 (8.33%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L4₹3.8 L+₹28,985.29 (8.33%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | RAJAMMAL RAJI L8 | Murugan.K L7 | KRISHNAN M L13 | PMG CONSTRUCTION L5 | SRI VINAYAGA CONSTRUCTION L3 | Mrs.Dhanasekaran Contractor L1 | P Durairaj L9 | G.SIVAKUMAR L11 | SATHYA CONSTRUCTION L4 | Subramani p L10 | Kumar M L12 | V K M CONSTRUCTION L6 | M.MUTHUVEL CONTRACTOR L2 | Kumaravel L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Mini Sanitary Complex (CSC Model II) Type-2 Near Panchayat Union Primary School Naikanoor H/O kuttamaruthahalli Panchayat | |||||||||||||||||
| 2.00 | Earth work excavation and depositing on bank with in initial lead lift in hard gravelly soil for
foundation etc. complete. | 12.06 | Cum | 246.52 ₹2,973.03 | 200 ₹2,412 | 246.52 ₹2,973.03 | 246.52 ₹2,973.03 | 191.92 ₹2,314.56 | 140 ₹1,688.4 Lowest | 246.52 ₹2,973.03 | 246.52 ₹2,973.03 | 246.52 ₹2,973.03 | 246.52 ₹2,973.03 | 246.52 ₹2,973.03 | 246.52 ₹2,973.03 | 160 ₹1,929.6 | 246.52 ₹2,973.03 |
| 3.00 | Plain Cement concrete 1:4:8 mix using 40mm ISS metal including all cost and conveyance of all
materials to site and all labour charges etc complete. | 2.93 | Cum | 5,266.9 ₹15,432.02 | 4,266 ₹12,499.38 | 5,266.9 ₹15,432.02 | 4,266.9 ₹12,502.02 | 4,100.28 ₹12,013.82 | 4,230 ₹12,393.9 | 5,066.9 ₹14,846.02 | 5,266.9 ₹15,432.02 | 3,266.9 ₹9,572.02 | 3,266.9 ₹9,572.02 | 5,266.9 ₹15,432.02 | 2,766.9 ₹8,107.02 Lowest | 4,645 ₹13,609.85 | 3,266.9 ₹9,572.02 |
| 4.00 | Brick work CM 1:5 mix using good country bricks including cost and conveyance of all materials to site and
all labour charges etc complete. | 9.79 | Cum | 3,041.25 ₹29,773.84 | 4,893 ₹47,902.47 | 4,221.25 ₹41,326.04 | 3,041.25 ₹29,773.84 | 4,703.11 ₹46,043.45 | 4,350 ₹42,586.5 | 2,541.25 ₹24,878.84 Lowest | 5,041.25 ₹49,353.84 | 3,241.25 ₹31,731.84 | 4,041.25 ₹39,563.84 | 4,841.25 ₹47,395.84 | 3,041.25 ₹29,773.84 | 4,850 ₹47,481.5 | 3,241.25 ₹31,731.84 |
| 5.00 | Horizontal Wall | 20.34 | Cum | 5,128.04 ₹1,04,304.33 | 4,964 ₹1,00,967.76 | 5,028.04 ₹1,02,270.33 | 3,725.27 ₹75,771.99 | 4,770.68 ₹97,035.63 | 4,390 ₹89,292.6 | 5,236.13 ₹1,06,502.88 | 3,828.27 ₹77,867.01 | 3,572.06 ₹72,655.7 Lowest | 4,595.69 ₹93,476.33 | 4,250.08 ₹86,446.63 | 4,142.83 ₹84,265.16 | 4,860 ₹98,852.4 | 3,572.06 ₹72,655.7 Lowest |
| 6.00 | Supplying and errecting centering are strutting including necessary supports for place surface for RCC columns footing pedestal beam criticals pears etc.,using mild steel angles of sizes 90 x 90 x 10 cm gauge stifness welded mild steel of sizes 25 x 25 x 3 cm for boarding laying over silver oak joists of single 10cm - 6.5cm space of 75cm ceter to center | 3.79 | Sqm | 516.5 ₹1,957.54 | 418 ₹1,584.22 | 516.5 ₹1,957.54 | 516.5 ₹1,957.54 | 402.1 ₹1,523.96 | 480 ₹1,819.2 | 516.5 ₹1,957.54 | 516.5 ₹1,957.54 | 516.5 ₹1,957.54 | 516.5 ₹1,957.54 | 516.5 ₹1,957.54 | 516.5 ₹1,957.54 | 350 ₹1,326.5 Lowest | 516.5 ₹1,957.54 |
| 7.00 | Slab Physically challenged
Beam Horizontal Wall in PC Toilet | 10.04 | Sqm | 1,033 ₹10,371.32 | 837 ₹8,403.48 | 1,033 ₹10,371.32 | 1,033 ₹10,371.32 | 804.19 ₹8,074.07 | 745 ₹7,479.8 | 1,033 ₹10,371.32 | 1,033 ₹10,371.32 | 1,033 ₹10,371.32 | 1,033 ₹10,371.32 | 1,033 ₹10,371.32 | 1,033 ₹10,371.32 | 700 ₹7,028 Lowest | 1,033 ₹10,371.32 |
| 8.00 | Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456
using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as
directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | 1.92 | Cum | 8,341.92 ₹16,016.49 | 6,757 ₹12,973.44 | 8,341.92 ₹16,016.49 | 8,341.92 ₹16,016.49 | 6,494.18 ₹12,468.83 | 7,362 ₹14,135.04 | 8,341.92 ₹16,016.49 | 8,341.92 ₹16,016.49 | 8,341.92 ₹16,016.49 | 8,341.92 ₹16,016.49 | 8,341.92 ₹16,016.49 | 8,341.92 ₹16,016.49 | 6,350 ₹12,192 Lowest | 8,341.92 ₹16,016.49 |
| 9.00 | Supplying and Fabrication of steel for RCC works including all cost of cutting bending and tying of steels and kept ready for concrete in position etc., | 0.2 | mt | 90,047.2 ₹18,009.44 | 72,938 ₹14,587.6 | 90,047.2 ₹18,009.44 | 90,047.2 ₹18,009.44 | 70,101.75 ₹14,020.35 Lowest | 78,540 ₹15,708 | 90,047.2 ₹18,009.44 | 90,047.2 ₹18,009.44 | 90,047.2 ₹18,009.44 | 90,047.2 ₹18,009.44 | 90,047.2 ₹18,009.44 | 90,047.2 ₹18,009.44 | 75,000 ₹15,000 | 90,047.2 ₹18,009.44 |
| 10.00 | including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work | 5.74 | Sqm | 293.28 ₹1,683.43 | 238 ₹1,366.12 | 293.28 ₹1,683.43 | 293.28 ₹1,683.43 | 228.32 ₹1,310.56 Lowest | 287 ₹1,647.38 | 293.28 ₹1,683.43 | 293.28 ₹1,683.43 | 293.28 ₹1,683.43 | 293.28 ₹1,683.43 | 293.28 ₹1,683.43 | 293.28 ₹1,683.43 | 260 ₹1,492.4 | 293.28 ₹1,683.43 |
Tender Value
₹4.8 L
EMD Value
₹4,830
Closing Date
12 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Pennagaram Block
Block Development Officer (VP), Pennagaram Block
Construction of Mini Sanitary Complex (CSC Model II) Type-2 Near Panchayat Union Primary School Naikanoor H O kuttamaruthahalli Panchayat
2026_RDTN_707106_1
Roc.No.968/2026/E5 Date 21.09.2026 SBM G and VP General Fund 2026-27 P02
Open Tender
Civil Works
Item Rate
Block Development Officer (VP), Pennagaram Block
Pre Qualification Documents
2 documents required · 2 mandatory
₹0
₹4,830
Yes
Block Development Officer (VP), Pennagaram Block
5 Nov 2026
23 Sept 2026
12 Oct 2026
23 Sept 2026
12 Oct 2026
24 Sept 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Mini Sanitary Complex (CSC Model II) Type-2 Near Panchayat Union Primary School Naikanoor H/O kuttamaruthahalli Panchayat | - | - | - | - |
| 2 | Earth work excavation and depositing on bank with in initial lead lift in hard gravelly soil for
foundation etc. complete. | 12.06 | Cum | - | - |
| 3 | Plain Cement concrete 1:4:8 mix using 40mm ISS metal including all cost and conveyance of all
materials to site and all labour charges etc complete. | 2.93 | Cum | - | - |
| 4 | Brick work CM 1:5 mix using good country bricks including cost and conveyance of all materials to site and
all labour charges etc complete. | 9.79 | Cum | - | - |
| 5 | Horizontal Wall | 20.34 | Cum | - | - |
| 6 | Supplying and errecting centering are strutting including necessary supports for place surface for RCC columns footing pedestal beam criticals pears etc.,using mild steel angles of sizes 90 x 90 x 10 cm gauge stifness welded mild steel of sizes 25 x 25 x 3 cm for boarding laying over silver oak joists of single 10cm - 6.5cm space of 75cm ceter to center | 3.79 | Sqm | - | - |
| 7 | Slab Physically challenged
Beam Horizontal Wall in PC Toilet | 10.04 | Sqm | - | - |
| 8 | Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456
using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as
directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | 1.92 | Cum | - | - |
| 9 | Supplying and Fabrication of steel for RCC works including all cost of cutting bending and tying of steels and kept ready for concrete in position etc., | 0.2 | mt | - | - |
| 10 | including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work | 5.74 | Sqm | - | - |
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