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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC NO 9 DR SEVALIYE SHIVAJI GANESAN NAGAR 3RD STREET DINDIGUL 624 001 | DINDIGUL | DINDIGUL | TAMIL NADU | 624001 | ₹2.6 Cr | L1 | Accepted-AOC Accepted being lowest and reasonable. |
| 2 | L2₹2.7 Cr+₹8.6 L (3.31%)Rejected-AOC C 234 ADG P CHENNAI | ₹2.7 Cr+₹8.6 L (3.31%) | L2 | Rejected-AOC Not accepted. |
| 3 | L3₹2.7 Cr+₹11.0 L (4.25%)Rejected-AOC 10 324 17 BALAJI NAGAR ARUVANKADU COONOOR THE NILGIRIS TAMIL NADU 643202 | COONOOR | THE NILGIRIS | TAMIL NADU | 643202 | ₹2.7 Cr+₹11.0 L (4.25%) | L3 | Rejected-AOC Not accepted. |
| 4 | L4₹2.7 Cr+₹11.3 L (4.33%)Rejected-AOC C 150 ADG P CHENNAI | ₹2.7 Cr+₹11.3 L (4.33%) | L4 | Rejected-AOC Not accepted. |
| 5 | L5₹2.8 Cr+₹19.4 L (7.48%)Rejected-AOC 16 176 A BHARATHI PURAM NAGAI NAGAR DINDUGUL 3 | DINDUGUL | DINDIGUL | TAMIL NADU | ₹2.8 Cr+₹19.4 L (7.48%) | L5 | Rejected-AOC Not accepted. |
| Sl No | Description | Qty | Unit | P Natesan and Co L1 | M SUNDARARAJAN L3 | p.chinnasamy L8 | GMS Builders L2 | M/s.Sai Agency L7 | K.AYYAPPAN L6 | S KUMARAN L5 | S.RAMACHANDRAN L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Consultancy Works
Consultancy Services for carrying out Soil Investigation at two locations (i.e. Black Bridge & Temple near Supply depot -lake road) and Design of the Geogrid reinforced soil wall system with appropriate geogrid reinforcement & fascia including obtaining vetting from IIT/ NIT/ IISc alongwith the detailed estimate of materials for the project complete all as specified and as directed. | 1 | Lumpsum | 7,50,000 ₹7,50,000 | 7,00,000 ₹7,00,000 Lowest | 9,27,000 ₹9,27,000 | 8,00,000 ₹8,00,000 | 8,23,500 ₹8,23,500 | 7,35,000 ₹7,35,000 | 8,15,000 ₹8,15,000 | 7,75,000 ₹7,75,000 |
| 2.00 | Rough excavation not exceeding 1.5 m deep and getting out in hard/ dense soil complete all as specified and as directed. | 399.96 | Cubic Metre | 250 ₹99,990 | 1.08 ₹431.96 Lowest | 290 ₹1,15,988.4 | 260 ₹1,03,989.6 | 279 ₹1,11,588.84 | 275 ₹1,09,989 | 280 ₹1,11,988.8 | 265 ₹1,05,989.4 |
| 3.00 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complet all as specified as directed. | 303.56 | Cubic Metre | 220 ₹66,783.2 Lowest | 237 ₹71,943.72 | 252 ₹76,497.12 | 240 ₹72,854.4 | 250 ₹75,890 | 245 ₹74,372.2 | 235 ₹71,336.6 | 235 ₹71,336.6 |
| 4.00 | All as per item No 3.00 described here-in-before but depth exceeding 1.5 m and not exceeding 3.0 m. | 19.68 | Cubic Metre | 360 ₹7,084.8 Lowest | 390 ₹7,675.2 | 410 ₹8,068.8 | 365 ₹7,183.2 | 400 ₹7,872 | 385 ₹7,576.8 | 370 ₹7,281.6 | 375 ₹7,380 |
| 5.00 | Material and labour for Plain Cement Concrete 1:4:8 type D-2, using 40mm graded stone aggregate as in foundation, filling and mass concrete including necessary form work all as specified and as directed. | 59.76 | Cubic Metre | 5,700 ₹3,40,632 Lowest | 5,900 ₹3,52,584 | 6,490 ₹3,87,842.4 | 5,800 ₹3,46,608 | 6,300 ₹3,76,488 | 6,200 ₹3,70,512 | 5,750 ₹3,43,620 | 5,975 ₹3,57,066 |
| 6.00 | Material and labour for reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs and mass concrete etc complete all as specified and as directed. | 123.5 | Cubic Metre | 9,000 ₹11,11,500 Lowest | 9,700 ₹11,97,950 | 10,445 ₹12,89,957.5 | 9,000 ₹11,11,500 Lowest | 9,890 ₹12,21,415 | 9,400 ₹11,60,900 | 9,600 ₹11,85,600 | 9,450 ₹11,67,075 |
| 7.00 | Material and labour for reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings including attached pilasters and buttresses etc complete all as specified and as directed. | 87.68 | Cubic Metre | 9,500 ₹8,32,960 Lowest | 10,200 ₹8,94,336 | 10,815 ₹9,48,259.2 | 9,600 ₹8,41,728 | 10,430 ₹9,14,502.4 | 9,600 ₹8,41,728 | 9,800 ₹8,59,264 | 9,950 ₹8,72,416 |
| 8.00 | Material and labour for steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces on concrete flat etc complete all as specified and as directed. | 63.63 | Square Metre | 600 ₹38,178 Lowest | 650 ₹41,359.5 | 685 ₹43,586.55 | 620 ₹39,450.6 | 658 ₹41,868.54 | 610 ₹38,814.3 | 645 ₹41,041.35 | 630 ₹40,086.9 |
| 9.00 | Material and labour for steel formwork to to faces of walls, retaining walls, and similar work including attached pillasters, buttresses, etc vertical or to batter for fair finished surfaces on concrete flat etc complete all as specified and as directed. | 557.36 | Square Metre | 650 ₹3,62,284 Lowest | 700 ₹3,90,152 | 742 ₹4,13,561.12 | 660 ₹3,67,857.6 | 713 ₹3,97,397.68 | 670 ₹3,73,431.2 | 690 ₹3,84,578.4 | 680 ₹3,79,004.8 |
| 10.00 | Material and labour for mild steel TMT bars 6mm to 8mm dia, cut to length bent to shap required, including cranking bending spirally with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and as directed | 515.18 | Kilogram | 120 ₹61,821.6 | 130 ₹66,973.4 | 100 ₹51,518 Lowest | 130 ₹66,973.4 | 131 ₹67,488.58 | 135 ₹69,549.3 | 110 ₹56,669.8 | 125 ₹64,397.5 |
Tender Value
₹2.5 Cr
EMD Value
₹3.3 L
Closing Date
12 Sept 2025, 6:00 pmClosed
CWE Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
PROVISION OF RETAINING WALL NEAR BLACK BRIDGE AND NEAR TEMPLE SUPPLY DEP-LAKE ROAD UNDER GE WELLINGTON
2025_MES_723051_1
83037/E8
Open Tender
Civil Works
Item Rate
450 days
WELLINGTON
As per NIT.
8 documents required · 8 mandatory
₹2,000
GE WELLINGTON
₹3.3 L
Yes
O/o CWE Wellington
10 Oct 2025
28 Jul 2025
15 Sept 2025
28 Jul 2025
12 Sept 2025
5 Sept 2025
29 Jul 2025 - 8 Aug 2025
8 Aug 2025
Amount
Consultancy Works Consultancy Services for carrying out Soil Investigation at two locations (i.e. Black Bridge & Temple near Supply depot -lake road) and Design of the Geogrid reinforced soil wall system with appropriate geogrid reinforcement & fascia including obtaining vetting from IIT/ NIT/ IISc alongwith the detailed estimate of materials for the project complete all as specified and as directed.
Rough excavation not exceeding 1.5 m deep and getting out in hard/ dense soil complete all as specified and as directed.
Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complet all as specified as directed.
All as per item No 3.00 described here-in-before but depth exceeding 1.5 m and not exceeding 3.0 m.
Material and labour for Plain Cement Concrete 1:4:8 type D-2, using 40mm graded stone aggregate as in foundation, filling and mass concrete including necessary form work all as specified and as directed.
Material and labour for reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs and mass concrete etc complete all as specified and as directed.
Material and labour for reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings including attached pilasters and buttresses etc complete all as specified and as directed.
Material and labour for steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces on concrete flat etc complete all as specified and as directed.
Material and labour for steel formwork to to faces of walls, retaining walls, and similar work including attached pillasters, buttresses, etc vertical or to batter for fair finished surfaces on concrete flat etc complete all as specified and as directed.
Material and labour for mild steel TMT bars 6mm to 8mm dia, cut to length bent to shap required, including cranking bending spirally with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and as directed
Material and labour for mild steel TMT bar 10mm dia and above steel bar cut to length bent to shap required, including cranking bending spirally with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and as directed
Supply and fix 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors for weep holes etc complete all as specified and as directed.
Material and labour for broken stone or boulders, hand packing (any thickness) at back of walls and raising (or lowering) to the required level etc complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.
Material and labour for preparation of new surfaces of walls and applying two coats of cement wash with porland cement slurry to a smooth bodied opaque finish etc complete all as specified and as directed.
Removing excavated material exceeding 500m but not exceeding 1.50 KM and depositing where directed etc complete all as specified and as directed.
Material and labour for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing com pound, Grade ‘A’ for 250mm Thickness of concrete slab etccomplete all as specified and directed.
Material and labour for precast cement concrete block masonry with solid blocks made out of PCC 1:3:6, type C-1 with using 20mm graded stone aggregate, exceeding 10cm in width and setting in cement mortar 1:6 etc complete all as specified and as directed.
Material and labour for plain cement concrete 1:3:6, type C-1 using 20mm graded stone aggregate as in hold fast, coping, bed blocks etc., including formwork, weathering, slightly rounded or chamfered angles and throating etc complete all as specified and as directed.
Material and labour for 15mm thick rendering in two coats (10mm + 5mm) 10mm thick in cement mortar 1:6 and 5mm thick in cement mortar 1:4 on concrete surfaces, finished even and fair mixed with water proofing compound as per manufacturers instruction in second coat of cement mortar 1:4 etc complete all as specified and as directed. Note: Water proofing compound will be measured and paid separately.
Supply only integral water proofing compound.
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in hard/ dense soil complete all as specified and as directed.
Material and labour for Plain Cement Concrete 1:3:6 type C-2, using 40mm graded stone aggregate as in surface channels and drains including necessary form work all as specified and as directed.
Spreading and levelling with soil obtained from excavation in layers not exceeding 25cm thick, well ramming including watering as required etc complete all as specified and as directed.
Earth work in excavation by mechanical means (Hydraulic excavator) in any kind of soil over areas (exceeding 30 cm and not exceeding 1.5m in depth) including getting out excavated material to be depositing exceeing 5.0 KM but not exceeding 15 KM and where directed etc complete all as specified and as directed.
Earth work in excavation by mechanical means (Hydraulic excavator) in any kind of soil over areas (exceeding 30 cm and not exceeding 1.5m in depth) including getting out excavated material to be depositing exceeding 1.50 KM but not exceeding 15 KM and where directed and forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc not exceeding 1.5 m high from base all as specified and as directed
Supply and fix 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors for weep holes etc complete all as specified and as directed.
Supply, transportation, storing and installation of Geocell or equivalent as per project specifications etc complete all as specified and as directed.
Supply, transportation, storing and Installation of Geocell for surface protection as per the approved design and specifications of the Reinforced Soil (RS) Wall project etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 60 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 60 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 80 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 80 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 100 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 100 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 120 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 120 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 150 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 150 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 180 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 180 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 200 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 200 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 250 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 250 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, storing and placement of Geogrid 300 as per approved design specifications for the construction of the Reinforced Soil (RS) Wall. The Geogrid 300 material shall conform to project requirements and be free from organic matter, oversized particles, and other impurities etc complete all as specified and as directed.
Supply, transportation, and installation of drainage Geocomposite along the cut slope as per the approved design and specifications for the Reinforced Soil (RS) Wall. The Geo composite shall consist of a high-strength drainage core bonded with a non-woven geotextile to facilitate efficient drainage and prevent soil clogging.
Supply, transportation, and installation of non-woven geotextile as per the approved design and specifications for the Reinforced Soil (RS) Wall project. The geotextile shall be made of high-strength synthetic fibers, ensuring permeability, filtration, and separation functions. The material shall conform to relevant IS/ASTM standards and be resistant to UV degradation, biological degradation, and chemical exposure etc complete all as specified and as directed.
Supply, transportation, and installation of non-woven geotextile for Geogrid Wrap as per the approved design and specifications for the Reinforced Soil (RS) Wall project. The geotextile shall be made of high-strength synthetic fibers, ensuring permeability, filtration, and separation functions. The material shall conform to relevant IS/ASTM standards and be resistant to UV degradation, biological degradation, and chemical exposure etc complete all as specified and as directed.
Supply, transportation, and installation of half perforated collector pipe (100mm diameter or as per approved design) for subsurface drainage along the Reinforced Soil (RS) Wall. The pipe shall be made of high-quality PVC/HDPE material, resistant to corrosion, abrasion, and chemical exposure. It shall have evenly spaced perforations on the upper half to allow efficient drainage while preventing clogging etc complete all as specified and as directed.
Earth work in excavation by mechanical means in all kind of soil (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m etc complete all as specified and as directed.
Removing excavated material exceeding 250m but not exceeding 500m and depositing where directed etc complete all as specified and as directed.
Material and labour for 10 mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.
Material and labour for extra for forming fair finished drain or channel 45 cm girth in cement concrete, using extra cement including forms, moulds, etc complete all as specified and as directed
GMS Builders (BID ID -3418990)
M SUNDARARAJAN (BID ID -3418583)
S.RAMACHANDRAN (BID ID -3422112)
S KUMARAN (BID ID -3421095)
K.AYYAPPAN (BID ID -3421086)
M/s.Sai Agency (BID ID -3420101)
p.chinnasamy (BID ID -3418710)
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