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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹9.8 LAccepted-AOC | ₹9.8 L | L2 | Accepted-AOC L1 |
| 2 | L2₹9.8 LRejected-AOC ERIKKADU THERMAL POST METTUR DAM 636 406 | METTUR DAM | SALEM | TAMIL NADU | 636406 | ₹9.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NVS and Co L2 | SATHYARAJ ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00Earth work excavation for foundation in all soils and sub soils and to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated & depositing the surplus earth in places shown by departmental officers with an initial lead of 10m and lift of 2m and clearing and levelling the site etc. complete complying with standard specification. | |||||
| 1.01 | Ordinery soil | 43 | m3 | 185 ₹7,955 Lowest | 324 ₹13,932 |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 8 | m3 | 5,400 ₹43,200 Lowest | 6,500 ₹52,000 |
| 3.00Supplying and erecting, centering for sides and soffits including supports and strutting upto 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheet of 90cm x60cm BG 10 gauge stiffened with welded M.S. angle of 25 x 25 x 3mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at not less than 75 cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (The payment for centering shall be made only after the concrete is laid. The retrieved materials should be taken back by the contractor) | |||||
| 3.01 | For Below Ground Level | 5 | m2 | 600 ₹3,000 Lowest | 810 ₹4,050 |
| 3.02 | For Grade Beam | 10 | m2 | 700 ₹7,000 Lowest | 1,085 ₹10,850 |
| 3.03 | For Column Portion | 23 | m2 | 800 ₹18,400 Lowest | 1,300 ₹29,900 |
| 3.04 | For Roof Portion | 33 | m2 | 900 ₹29,700 Lowest | 1,250 ₹41,250 |
| 4.00 | Supplying, fabricating and placing in position M.S. or R.T.S. reinforcements grill for RCC works as per the design given including cost of steel and binding wire etc., complete complying with standard specification. (The contractor will have to make his own arrangements for the supply of M.S. plain rods / RTS rods and binding wire) | 1,995 | Kg | 85 ₹1,69,575 Lowest | 91.86 ₹1,83,260.7 |
| 5.00Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/mᶾ 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 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). | |||||
Tender Value
₹13 L
EMD Value
₹26,000
Closing Date
11 Aug 2026, 3:00 pmClosed
Executive Officer, P.N.Patty Town Panchayat
Executive Officer, P.N.Patty Town Panchayat, Salem District
Construction of Pulic toilet at 3rd ward Bharadhi nagar area in P.N.Patti Town Panchayat
2026_DTP_689101_1
114-3/2026
Open Tender
Civil Works
Works
180 days
P.N.Patty Town Panchayat, Salem District
Refer to Tender Notice
2 documents required · 2 mandatory
₹0
₹26,000
P.N.Patty Town Panchayat, Salem District
12 Sept 2026
28 Jul 2026
12 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
28 Jul 2026 - 11 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation in all soils and sub soils and to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated & depositing the surplus earth in places shown by departmental officers with an initial lead of 10m and lift of 2m and clearing and levelling the site etc. complete complying with standard specification. | |||||
| 1.01 | Ordinery soil | 43 | m3 | 100 | ₹4,300 |
| 2 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 8 | m3 | 100 | ₹800 |
| 3Supplying and erecting, centering for sides and soffits including supports and strutting upto 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheet of 90cm x60cm BG 10 gauge stiffened with welded M.S. angle of 25 x 25 x 3mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at not less than 75 cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (The payment for centering shall be made only after the concrete is laid. The retrieved materials should be taken back by the contractor) | |||||
| 3.01 | For Below Ground Level | 5 | m2 | 100 | ₹500 |
| 3.02 | For Grade Beam | 10 | m2 | 100 | ₹1,000 |
| 3.03 | For Column Portion | 23 | m2 | 100 | ₹2,300 |
| 3.04 | For Roof Portion | 33 | m2 | 100 | ₹3,300 |
| 4 | Supplying, fabricating and placing in position M.S. or R.T.S. reinforcements grill for RCC works as per the design given including cost of steel and binding wire etc., complete complying with standard specification. (The contractor will have to make his own arrangements for the supply of M.S. plain rods / RTS rods and binding wire) | 1,995 | Kg | 100 | ₹1,99,500 |
| 5Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/mᶾ 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 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). | |||||
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