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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC DOOR NO 39 5 27 1 MURALINAGAR INDUSTRIAL ESTATE PO VISAKHAPATNAM 530 007 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530007 | ₹1.5 Cr | L1 | Accepted-AOC aoc |
| 2 | L2₹1.7 CrRejected-Finance C 101 ADG P CHENNAI | ₹1.7 Cr | L2 | Rejected-Finance being L2 |
| 3 | L3₹1.7 CrRejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | ₹1.7 Cr | L3 | Rejected-Finance being L3 |
| 4 | L4₹1.8 CrRejected-Finance C 234 ADG P CHENNAI | ₹1.8 Cr | L4 | Rejected-Finance being L4 |
| 5 | L5₹1.8 CrRejected-Finance 10 324 17 BALAJI NAGAR ARUVANKADU COONOOR THE NILGIRIS TAMIL NADU 643202 | COONOOR | THE NILGIRIS | TAMIL NADU | 643202 | ₹1.8 Cr | L5 | Rejected-Finance being L5 |
| Sl No | Description | Qty | Unit | sree karthika fabs L1 | K.AYYAPPAN L8 | GMS Builders L4 | M SUNDARARAJAN L5 | S.RAMACHANDRAN L6 | N SARAVANAN L7 | SREE CONSTRUCTIONS L3 | ACE PROMOTERS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not. exceeding 15cm deep in any type of soil including cutting bushes, vegetations & small trees upto 30cm girth and removal of debris to distance not exc. 100 metre complete all as specified and as directed. | 930 | Square metre | 110 ₹1.0 L | 85 ₹79,050 | 126 ₹1.2 L | 120 ₹1.1 L | 150 ₹1.4 L | 100 ₹93,000 | 130 ₹1.2 L | 136 ₹1.3 L |
| 2.00 | Earth work in excavation by mechanical means (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 in all kind of soil complete all as specified and directed. | 244.9 | Cubic metre | 400 ₹97,960 | 550 ₹1.3 L | 451 ₹1.1 L | 380 ₹93,062 | 575 ₹1.4 L | 200 ₹48,980 | 475 ₹1.2 L | 460 ₹1.1 L |
| 3.00 | Material and labour for Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate in foundations filling and mass concrete complete all as specified and directed. | 34.24 | Cubic metre | 9,200 ₹3.2 L | 6,000 ₹2.1 L | 5,500 ₹1.9 L | 7,500 ₹2.6 L | 6,600 ₹2.3 L | 5,500 ₹1.9 L | 9,600 ₹3.3 L | 9,100 ₹3.1 L |
| 4.00 | Material and labour for form work 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 with rough finished, flat surfaces of concrete, complete all as specified and directed. | 616.13 | Square metre | 750 ₹4.6 L | 850 ₹5.2 L | 803 ₹4.9 L | 800 ₹4.9 L | 690 ₹4.3 L | 650 ₹4.0 L | 810 ₹5.0 L | 820 ₹5.1 L |
| 5.00 | Material and labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished, square, rectangular or polygonal flat surfaces of concrete, complete all as specified and directed. | 306.9 | Square metre | 850 ₹2.6 L | 900 ₹2.8 L | 905 ₹2.8 L | 900 ₹2.8 L | 900 ₹2.8 L | 700 ₹2.1 L | 910 ₹2.8 L | 820 ₹2.5 L |
| 6.00 | Material and labour for formwork to sides and soffits of floor or roof beams, beam haunchings,girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for Rough finished, flat surfaces of concrete, complete all as specified and directed. | 451.7 | Square metre | 1,050 ₹4.7 L | 1,200 ₹5.4 L | 975 ₹4.4 L | 1,000 ₹4.5 L | 1,320 ₹6.0 L | 750 ₹3.4 L | 990 ₹4.5 L | 910 ₹4.1 L |
| 7.00 | Material and labour for mild steel TMT bars 10mm dia and over ,cut to length, bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and including MS wire (annealed ) not less than 0.90mm dia complete all as specified and as directed. | 31,182.37 | Kilogram | 60 ₹18.7 L | 125 ₹39.0 L | 132 ₹41.2 L | 125 ₹39.0 L | 120 ₹37.4 L | 130 ₹40.5 L | 115 ₹35.9 L | 110 ₹34.3 L |
| 8.00 | Material and labour for mild steel TMT bars 5mm dia and over upto 10mm, cut to length, bent to shape required including cranking, bending as in stirrups and binders and binding with and including MS wire (annealed) not less than 0.90 mm dia complete as specified and as directed. | 10,347.89 | Kilogram | 90 ₹9.3 L | 127 ₹13.1 L | 135 ₹14.0 L | 130 ₹13.5 L | 120 ₹12.4 L | 135 ₹14.0 L | 125 ₹12.9 L | 110 ₹11.4 L |
| 9.00 | 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. | 154.87 | Cubic metre | 10,500 ₹16.3 L | 11,500 ₹17.8 L | 10,500 ₹16.3 L | 10,500 ₹16.3 L | 11,100 ₹17.2 L | 12,000 ₹18.6 L | 10,500 ₹16.3 L | 10,000 ₹15.5 L |
| 10.00 | Material and labour for preparing newly plastered wall surface and applying two coats of cement base paint over a coat of alkali resistive primer complete all as specified and directed. | 2,129.7 | Square metre | 140 ₹3.0 L | 100 ₹2.1 L | 90 ₹1.9 L | 150 ₹3.2 L | 180 ₹3.8 L | 200 ₹4.3 L | 155 ₹3.3 L | 190 ₹4.0 L |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
11 Apr 2026, 6:00 pmClosed
CWE Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
SPECIAL REPAIRS/RENOVATION OF BOUNDARY WALL AT KV WELLINGTON UNDER GE WELLINGTON
2026_MES_749581_2
83064/E8
Open Tender
Civil Works
270 days
WELLINGTON
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
GE WELLINGTON
₹1.9 L
Yes
22 May 2026
28 Mar 2026
13 Apr 2026
28 Mar 2026
11 Apr 2026
4 Apr 2026
28 Mar 2026 - 2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface dressing not. exceeding 15cm deep in any type of soil including cutting bushes, vegetations & small trees upto 30cm girth and removal of debris to distance not exc. 100 metre complete all as specified and as directed. | - | Square metre | - | - | |
Earth work in excavation by mechanical means (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 in all kind of soil complete all as specified and directed. | - | Cubic metre | - | - | |
Material and labour for Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate in foundations filling and mass concrete complete all as specified and directed. | - | Cubic metre | - | - | |
Material and labour for form work 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 with rough finished, flat surfaces of concrete, complete all as specified and directed. | - | Square metre | - | - | |
Material and labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished, square, rectangular or polygonal flat surfaces of concrete, complete all as specified and directed. | - | Square metre | - | - | |
Material and labour for formwork to sides and soffits of floor or roof beams, beam haunchings,girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for Rough finished, flat surfaces of concrete, complete all as specified and directed. | - | Square metre | - | - | |
Material and labour for mild steel TMT bars 10mm dia and over ,cut to length, bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and including MS wire (annealed ) not less than 0.90mm dia complete all as specified and as directed. | - | Kilogram | - | - | |
Material and labour for mild steel TMT bars 5mm dia and over upto 10mm, cut to length, bent to shape required including cranking, bending as in stirrups and binders and binding with and including MS wire (annealed) not less than 0.90 mm dia complete as specified and as directed. | - | Kilogram | - | - | |
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. | - | Cubic metre | - | - | |
Material and labour for preparing newly plastered wall surface and applying two coats of cement base paint over a coat of alkali resistive primer complete all as specified and directed. | - | Square metre | - | - |
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