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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC 20 SOODAMANI NAGAR KARAIKUDI SIVAGANGAI 630003 | SIVAGANGA | TAMIL NADU | 630003 | ₹5.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| Sl No | Description | Qty | Unit | SARATHA & CO L5 | D SENTHILKUMAR L1 | SELVAN CONSTRUCTIONS L2 | K S RAVI L6 | T. THANGAMANI L4 | M. SIRANJEEVI L3 | AMN ENTERPRISES L9 | PINNACLE INDIA TRADERS L8 | ONS ELECTRICAL ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 . | 5.55 | M3 | 216.2 ₹1,199.91 | 190 ₹1,054.5 Lowest | 807 ₹4,478.85 | 210 ₹1,165.5 | 1,200 ₹6,660 | 219 ₹1,215.45 | 255 ₹1,415.25 | 250 ₹1,387.5 | 2,650 ₹14,707.5 |
| 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 | 0.49 | M3 | 4,615.4 ₹2,261.55 | 4,056 ₹1,987.44 Lowest | 8,070 ₹3,954.3 | 5,000 ₹2,450 | 6,500 ₹3,185 | 4,379 ₹2,145.71 | 5,420 ₹2,655.8 | 5,400 ₹2,646 | 20,300 ₹9,947 |
| 3.00 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). for Circular Column | 4.5 | M2 | 1,049.8 ₹4,724.1 | 922 ₹4,149 | 870 ₹3,915 | 1,100 ₹4,950 | 550 ₹2,475 Lowest | 872 ₹3,924 | 1,210 ₹5,445 | 1,200 ₹5,400 | 5,400 ₹24,300 |
| 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. | 128 | kg | 78.3 ₹10,022.4 | 69 ₹8,832 Lowest | 240 ₹30,720 | 85 ₹10,880 | 110 ₹14,080 | 74 ₹9,472 | 92 ₹11,776 | 90 ₹11,520 | 215 ₹27,520 |
| 5.00 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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 inspiring 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 ofreinforcement 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). | 1.82 | M3 | 6,893 ₹12,545.26 | 6,059 ₹11,027.38 Lowest | 11,400 ₹20,748 | 8,000 ₹14,560 | 8,500 ₹15,470 | 7,803 ₹14,201.46 | 8,170 ₹14,869.4 | 8,150 ₹14,833 | 11,620 ₹21,148.4 |
| 6.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by manual means | 0.6 | M3 | 5,851.1 ₹3,510.66 | 5,142 ₹3,085.2 Lowest | 10,500 ₹6,300 | 6,900 ₹4,140 | 6,500 ₹3,900 | 5,972 ₹3,583.2 | 6,930 ₹4,158 | 6,900 ₹4,140 | 11,620 ₹6,972 |
| 7.00 | Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete | 8 | M2 | 4,661.3 ₹37,290.4 | 4,097 ₹32,776 Lowest | 7,800 ₹62,400 | 5,500 ₹44,000 | 4,200 ₹33,600 | 7,564 ₹60,512 | 5,530 ₹44,240 | 5,500 ₹44,000 | 7,746 ₹61,968 |
| 8.00 | Supply delivery and erection of full Octagonal 16 Meter High Mast Pole Bottom dia---350mm, Top dia -----125mm, Base plate dia---550mm, thicness dia---25mm. Closing fittig door (1200mm x 280mm) with Heavy duty double internal locking with special paddle key with suitable reinforcement to avoid bucling at base of Mast method of operation Motor & manual and with concreting and construction of Masonry pedestal and including stainless steel wire Rope--Dia of SS Rope--6mm | 1 | Set | 4,44,660.2 ₹4,44,660.2 | 3,90,794 ₹3,90,794 | 3,18,500 ₹3,18,500 Lowest | 4,96,500 ₹4,96,500 | 4,92,472.37 ₹4,92,472.37 | 3,82,500 ₹3,82,500 | 5,28,000 ₹5,28,000 | 5,27,500 ₹5,27,500 | 4,51,250 ₹4,51,250 |
| 9.00 | supply,laying and jointing of 10 core 2.5 sq.mm. armoured aluminium cable from feeder pillar to mast | 15 | M1 | 387.3 ₹5,809.5 | 340 ₹5,100 | 1,500 ₹22,500 | 440 ₹6,600 | 180 ₹2,700 Lowest | 715 ₹10,725 | 455 ₹6,825 | 450 ₹6,750 | 340 ₹5,100 |
| 10.00 | supply,laying and jointing of 4 core 25sq.mm PVC copper UG cable from feeder pillar to EB service as directed by department officers | 20 | M1 | 2,479.7 ₹49,594 | 2,179 ₹43,580 | 2,000 ₹40,000 | 2,700 ₹54,000 | 450 ₹9,000 | 600 ₹12,000 | 2,930 ₹58,600 | 2,900 ₹58,000 | 285 ₹5,700 Lowest |
Tender Value
₹9 L
EMD Value
₹9,000
Closing Date
8 Sept 2026, 3:00 pmClosed
Executive Officer, Pallathur Town Panchayat
Town Panchayat Office, Pallathur, Sivagangai District
Providing High Mast Light - 16 m- Arrangements at Ward -14, Palaiyur -Near Drama Stage- in Pallathur Town Panchayat.
2026_DTP_699631_1
169/2026/A1
Open Tender
Street Lighting
Works
60 days
Pallathur Town Panchayat
Class III
4 documents required · 4 mandatory
₹0
₹9,000
12 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 . | 5.55 | 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 | 0.49 | M3 | - | - |
| 3 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). for Circular Column | 4.5 | 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. | 128 | kg | - | - |
| 5 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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 inspiring 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 ofreinforcement 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). | 1.82 | M3 | - | - |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by manual means | 0.6 | M3 | - | - |
| 7 | Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete | 8 | M2 | - | - |
| 8 | Supply delivery and erection of full Octagonal 16 Meter High Mast Pole Bottom dia---350mm, Top dia -----125mm, Base plate dia---550mm, thicness dia---25mm. Closing fittig door (1200mm x 280mm) with Heavy duty double internal locking with special paddle key with suitable reinforcement to avoid bucling at base of Mast method of operation Motor & manual and with concreting and construction of Masonry pedestal and including stainless steel wire Rope--Dia of SS Rope--6mm | 1 | Set | - | - |
| 9 | supply,laying and jointing of 10 core 2.5 sq.mm. armoured aluminium cable from feeder pillar to mast | 15 | M1 | - | - |
| 10 | supply,laying and jointing of 4 core 25sq.mm PVC copper UG cable from feeder pillar to EB service as directed by department officers | 20 | M1 | - | - |
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