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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.5 LAccepted-AOC THE JEHOVAH SHALOM 21 THIRUMALAISAMY STREET LAKSHMI NAGAR EXTN KAVUNDAPALAYAM COIMBATORE 641030 | COIMBATORE | TAMIL NADU | 641030 | ₹48.5 L Quoted ₹49.2 L | L1 | Accepted-AOC The quoted amount of L1 bidder is found competitive and reasonable overall, hence accepted. |
| 2 | L2₹49.3 LRejected-AOC | ₹49.3 L | L2 | Rejected-AOC Being not the lowest bidder |
| 3 | L3₹49.9 LRejected-AOC | ₹49.9 L | L3 | Rejected-AOC Being not the lowest bidder |
| 4 | L4₹50.6 LRejected-AOC D NO 32 1 211 2 BOWDARA ROAD VISAKHAPATNAM 530004 | VISAKHAPATANAM | ANDHRA PRADESH | 530004 | ₹50.6 L | L4 | Rejected-AOC Being not the lowest bidder |
| 5 | L5₹50.8 LRejected-AOC B 86 GREEN PARK CHIPYINA NEAR JAAT CHOWK GAUTAM BUDH NAGAR 201009 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201009 | ₹50.8 L | L5 | Rejected-AOC Being not the lowest bidder |
| Sl No | Description | Qty | Unit | rc enterprises L8 | S.M.ELECTRICALS L4 | EVEREST ENGINEERING WORKS L6 | KUMAR AGENCIES L1 | PRAGYA GREENTECH L5 | Onkar Electricals L3 | M/s Bakiyalakshmi Enterprises L2 | G.JANAKIRAMAN CO L9 | RK ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level complete all as specified and as directed.
Note:- Excavation where existing UG Cables/ water pipe lines are crossing manual excavation only will be allowed. | 178.65 | Cum | 250 ₹44,662.5 | 360 ₹64,314 | 360 ₹64,314 | 250 ₹44,662.5 | 280 ₹50,022 | 200 ₹35,730 | 357 ₹63,778.05 | 500 ₹89,325 | 375 ₹66,993.75 |
| 2.00 | Returning filling in, including spreading, leveling, watering and well ramming in layers n.exc 25 Cm thick soft / loose soil complete all as specified and as directed. | 134 | Cum | 150 ₹20,100 | 72 ₹9,648 | 145 ₹19,430 | 50 ₹6,700 | 100 ₹13,400 | 80 ₹10,720 | 147 ₹19,698 | 140 ₹18,760 | 170 ₹22,780 |
| 3.00 | Removing excavated material (Soils) from site to a distance n.exc 50M away and depositing where directed at a level n.exc 1.5mtr above the starting point complete all as specified and as directed. | 44.65 | Cum | 120 ₹5,358 | 81 ₹3,616.65 | 125 ₹5,581.25 | 90 ₹4,018.5 | 100 ₹4,465 | 70 ₹3,125.5 | 57 ₹2,545.05 | 130 ₹5,804.5 | 130 ₹5,804.5 |
| 4.00 | Supply & laying 110mm HDPE pipe IS:4984:2016, 8 Kg/cm2 heavy grade PE-80 for cable protection complete all as specified and as directed. | 200 | RM | 230 ₹46,000 | 360 ₹72,000 | 400 ₹80,000 | 230 ₹46,000 | 550 ₹1,10,000 | 500 ₹1,00,000 | 427 ₹85,400 | 260 ₹52,000 | 430 ₹86,000 |
| 5.00 | Supply & laying 63mm HDPE pipe IS:4984:2016, 8 Kg/cm2 heavy grade PE-80 for cable protection complete all as specified and as directed. | 350 | RM | 210 ₹73,500 | 180 ₹63,000 | 250 ₹87,500 | 220 ₹77,000 | 450 ₹1,57,500 | 180 ₹63,000 | 237 ₹82,950 | 230 ₹80,500 | 290 ₹1,01,500 |
| 6.00 | Boring holes under road pavement by bocky manually in any type of soil upto 150mm bore complete all as specified and as directed. | 50 | RM | 1,200 ₹60,000 | 540 ₹27,000 | 750 ₹37,500 | 700 ₹35,000 | 500 ₹25,000 | 1,200 ₹60,000 | 747 ₹37,350 | 1,100 ₹55,000 | 825 ₹41,250 |
| 7.00 | M & L for PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundation of brick pillar to support the pipe line including demolition of old PCC and removing the debris from site complete all as specified and as directed. | 5 | Cum | 5,000 ₹25,000 | 4,500 ₹22,500 | 6,650 ₹33,250 | 1,000 ₹5,000 | 5,500 ₹27,500 | 4,500 ₹22,500 | 6,557 ₹32,785 | 6,000 ₹30,000 | 7,000 ₹35,000 |
| 8.00 | M & L for Brick work with sub class 'B' bricks straight or curved on plan exc. 6M mean radius built in CM (1:4) as in brick pillar of required size and shape to support the pipe line including demolition of old brickwork & removing from site complete all as specified and as directed. | 3 | Cum | 2,500 ₹7,500 | 5,400 ₹16,200 | 7,700 ₹23,100 | 3,500 ₹10,500 | 5,500 ₹16,500 | 4,500 ₹13,500 | 6,500 ₹19,500 | 3,000 ₹9,000 | 7,500 ₹22,500 |
| 9.00 | M & L for rendering 10mm thick with cement mortar (1:6) on fair faces of brick work/ concrete surfaces, finished the surface even and fair complete all as specified and as directed. | 100 | Sqm | 850 ₹85,000 | 207 ₹20,700 | 150 ₹15,000 | 150 ₹15,000 | 230 ₹23,000 | 150 ₹15,000 | 137 ₹13,700 | 770 ₹77,000 | 190 ₹19,000 |
| 10.00 | M & L for pin point the fault by arranging fault locating machine in any size of LT UG cable from any location/ position/ situtation, taking down/ out the faulty portion of cable, of any length from trenches, jointing with cable jointing kit & testing for satisfactorily serviceable with & including necessary excavation and earth work, sand cushioning and making necessary connections to make it functional complete all as specified and as directed.
Note: -
(i) Cable jointing kit shall be measured and paid seperetely.
(ii) Old retrieved bricks/cable cover shall be reused
(iii) The rates quoted includes excavation & earth work with sand cushioning. | 10 | Each | 10,000 ₹1,00,000 | 1,530 ₹15,300 | 11,600 ₹1,16,000 | 18,000 ₹1,80,000 | 8,000 ₹80,000 | 5,500 ₹55,000 | 11,567 ₹1,15,670 | 10,000 ₹1,00,000 | 11,000 ₹1,10,000 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
29 Apr 2026, 6:00 pmClosed
Garrison Engineer, St.Thomas Mount, Chennai
Garrison Engineer, St.Thomas Mount, Old MH Complex, Rudra Road, Chennai-600 016
REPAIRS TO LOW TENSION EXTERNAL ELECTRIFICATION AND ALLIED WORKS IN MAP ACCN, PO COLONY, USMAN LINE, OFFICERS MESS, OUTSIDE OTA UNDER GE STM CHENNAI.
2026_MES_759546_1
8247/E8
Open Tender
Construction Works
270 days
Garrison Engineer, St.Thomas Mount
All as Per NIT
6 documents required · 6 mandatory
₹500
Yes
Garrison Engineer, St.Thomas Mount
₹96,000
Yes
3 Jul 2026
8 Apr 2026
6 May 2026
8 Apr 2026
29 Apr 2026
22 Apr 2026
8 Apr 2026 - 15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level complete all as specified and as directed.
Note:- Excavation where existing UG Cables/ water pipe lines are crossing manual excavation only will be allowed. | - | Cum | - | - |
| - | Returning filling in, including spreading, leveling, watering and well ramming in layers n.exc 25 Cm thick soft / loose soil complete all as specified and as directed. | - | Cum | - | - |
| - | Removing excavated material (Soils) from site to a distance n.exc 50M away and depositing where directed at a level n.exc 1.5mtr above the starting point complete all as specified and as directed. | - | Cum | - | - |
| - | Supply & laying 110mm HDPE pipe IS:4984:2016, 8 Kg/cm2 heavy grade PE-80 for cable protection complete all as specified and as directed. | - | RM | - | - |
| - | Supply & laying 63mm HDPE pipe IS:4984:2016, 8 Kg/cm2 heavy grade PE-80 for cable protection complete all as specified and as directed. | - | RM | - | - |
| - | Boring holes under road pavement by bocky manually in any type of soil upto 150mm bore complete all as specified and as directed. | - | RM | - | - |
| - | M & L for PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundation of brick pillar to support the pipe line including demolition of old PCC and removing the debris from site complete all as specified and as directed. | - | Cum | - | - |
| - | M & L for Brick work with sub class 'B' bricks straight or curved on plan exc. 6M mean radius built in CM (1:4) as in brick pillar of required size and shape to support the pipe line including demolition of old brickwork & removing from site complete all as specified and as directed. | - | Cum | - | - |
| - | M & L for rendering 10mm thick with cement mortar (1:6) on fair faces of brick work/ concrete surfaces, finished the surface even and fair complete all as specified and as directed. | - | Sqm | - | - |
| - | M & L for pin point the fault by arranging fault locating machine in any size of LT UG cable from any location/ position/ situtation, taking down/ out the faulty portion of cable, of any length from trenches, jointing with cable jointing kit & testing for satisfactorily serviceable with & including necessary excavation and earth work, sand cushioning and making necessary connections to make it functional complete all as specified and as directed.
Note: -
(i) Cable jointing kit shall be measured and paid seperetely.
(ii) Old retrieved bricks/cable cover shall be reused
(iii) The rates quoted includes excavation & earth work with sand cushioning. | - | Each | - | - |
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