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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC Lowest tender value | |
| 2 | L2₹2.6 L+₹18,288.68 (7.43%)Rejected-Finance | L2 | Rejected-Finance Highest tender value | |
| 3 | L3₹2.7 L+₹23,198.02 (9.43%)Rejected-Finance 20 SOODAMANI NAGAR KARAIKUDI SIVAGANGAI 630003 | SIVAGANGA | TAMIL NADU | 630003 | L3 | Rejected-Finance Highest tender value | |
| 4 | L4₹2.7 L+₹25,203.10 (10.2%)Rejected-Finance | L4 | Rejected-Finance Highest tender value |
| Sl No | Description | Qty | Unit | SARATHA & CO L2 | AMN ENTERPRISES L1 | D SENTHILKUMAR L3 | KRS ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|
| 0.00Laying | |||||||
| 1.00 | Earthwork excavation for foundation in all soils and sub soils with intial 10.00 mts and lift of 2.00 mts in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete as per SS20B . | 3.11 | M3 | 216 ₹671.76 | 200 ₹622 | 187.5 ₹583.13 Lowest | 210 ₹653.1 |
| 2.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means . | 0.34 | M3 | 4,615.4 ₹1,569.24 | 5,000 ₹1,700 | 4,001 ₹1,360.34 Lowest | 5,200 ₹1,768 |
| 3.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. | 2.16 | M2 | 1,049.8 ₹2,267.57 | 1,100 ₹2,376 | 910 ₹1,965.6 Lowest | 1,150 ₹2,484 |
| 4.00 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 42 | kg | 78.3 ₹3,288.6 | 80 ₹3,360 | 67.85 ₹2,849.7 Lowest | 85 ₹3,570 |
| 5.00 | Providing 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 contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 0.59 | M3 | 6,893.5 ₹4,067.17 | 8,000 ₹4,720 | 5,977 ₹3,526.43 Lowest | 8,200 ₹4,838 |
| 6.00 | Plain Cement Concrete 1:2:4mix (One Cement, two Fine Aggregate and four Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers | 0.34 | M3 | 5,851 ₹1,989.34 | 6,300 ₹2,142 | 5,073 ₹1,724.82 Lowest | 6,500 ₹2,210 |
| 7.00 | Supply and fixing foundation Bolts Length of bolt---1000mm, Diameter of Bolt--M24 Dia | 1 | Set | 16,419 ₹16,419 | 8,000 ₹8,000 | 6,935 ₹6,935 Lowest | 8,400 ₹8,400 |
| 8.00 | Supply and delivery of 12mtrs System with all accessories mast shaft fully hot dip galvanished and should withstand wind velocity of 160 km per hour the mast should included head frame ss wire rope 6 mm dia double drum winch galvanized lantern carriage arrangement suitable to carry 6 n0's 150W LED luminaries with control gear box and flexible multi core trailing cable as specified in the relevant IS conditions with built in non flame proof power tool for simultaneous up ward and down ward movement of lantern carriage complete. | 1 | Set | 1,68,400 ₹1,68,400 Lowest | 1,96,800 ₹1,96,800 | 2,29,819 ₹2,29,819 | 2,20,000 ₹2,20,000 |
| 9.00 | supply,laying and jointing of 10 core 2.5 sq.mm. armoured aluminium underground cable from feeder pillar to mast | 15 | M | 387.3 ₹5,809.5 | 430 ₹6,450 | 336 ₹5,040 Lowest | 450 ₹6,750 |
Tender Value
₹4.5 L
EMD Value
₹4,500
Closing Date
18 Sept 2026, 3:00 pmClosed
Executive Officer
36, Town Panchayat Office, Kandanur-630104.
Providing Mini mast light (12m) Arrangements at Ward No.12, Ariyakilavan street in Kandanur Town Panchayat.
2026_DTP_701324_1
181/2026
Open Tender
Civil Works
Works
45 days
Kandanur Town Panchayat
Vth class contractors and above.
4 documents required · 4 mandatory
₹0
₹4,500
24 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Laying | - | - | - | - |
| 1 | Earthwork excavation for foundation in all soils and sub soils with intial 10.00 mts and lift of 2.00 mts in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete as per SS20B . | 3.11 | M3 | - | - |
| 2 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means . | 0.34 | M3 | - | - |
| 3 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. | 2.16 | M2 | - | - |
| 4 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 42 | kg | - | - |
| 5 | Providing 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 contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 0.59 | M3 | - | - |
| 6 | Plain Cement Concrete 1:2:4mix (One Cement, two Fine Aggregate and four Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers | 0.34 | M3 | - | - |
| 7 | Supply and fixing foundation Bolts Length of bolt---1000mm, Diameter of Bolt--M24 Dia | 1 | Set | - | - |
| 8 | Supply and delivery of 12mtrs System with all accessories mast shaft fully hot dip galvanished and should withstand wind velocity of 160 km per hour the mast should included head frame ss wire rope 6 mm dia double drum winch galvanized lantern carriage arrangement suitable to carry 6 n0's 150W LED luminaries with control gear box and flexible multi core trailing cable as specified in the relevant IS conditions with built in non flame proof power tool for simultaneous up ward and down ward movement of lantern carriage complete. | 1 | Set | - | - |
| 9 | supply,laying and jointing of 10 core 2.5 sq.mm. armoured aluminium underground cable from feeder pillar to mast | 15 | M | - | - |
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