Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC DOOR NO 39 5 27 1 MURALINAGAR INDUSTRIAL ESTATE PO VISAKHAPATNAM 530 007 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530007 | ₹1.4 Cr | L1 | Accepted-AOC aoc |
| 2 | L2₹1.6 Cr+₹21.3 L (14.9%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | ₹1.6 Cr+₹21.3 L (14.9%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹1.7 Cr+₹27.0 L (18.9%)Rejected-Finance C 150 ADG P CHENNAI | ₹1.7 Cr+₹27.0 L (18.9%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹1.7 Cr+₹29.6 L (20.7%)Rejected-Finance C 101 ADG P CHENNAI | ₹1.7 Cr+₹29.6 L (20.7%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹1.7 Cr+₹29.9 L (21.0%)Rejected-Finance 10 324 17 BALAJI NAGAR ARUVANKADU COONOOR THE NILGIRIS TAMIL NADU 643202 | COONOOR | THE NILGIRIS | TAMIL NADU | 643202 | ₹1.7 Cr+₹29.9 L (21.0%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | M SUNDARARAJAN L5 | sree karthika fabs L1 | K.AYYAPPAN L8 | GMS Builders L6 | S.RAMACHANDRAN L3 | N SARAVANAN L7 | ACE PROMOTERS L4 | SREE CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in any kind of soil 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 complete all as specified and directed. | 245.05 | Cubic metre | 320 ₹78,416 Lowest | 375 ₹91,893.75 | 625 ₹1,53,156.25 | 552 ₹1,35,267.6 | 720 ₹1,76,436 | 650 ₹1,59,282.5 | 730 ₹1,78,886.5 | 575 ₹1,40,903.75 |
| 2.00 | Boring for cast-in-situ bored under reamed piles of stem dia 450mm, bulb dia 900mm and depth 7.70m or as shown on drawing through any type of soil/strata by DMC method using bentonite slurry and getting out and disposal of spoil to a distance of n exc 50m complete all as specified and as directed.
(Note: The unit quoted rate shall include mobilisation, erection, dismantling and demobilisation of equipment for pile boring including all labours and material. Nothing extra shall be payable for mobilisation of equipment separately all as specified and shown on drawing.) | 134 | Each | 8,600 ₹11,52,400 Lowest | 9,500 ₹12,73,000 | 9,750 ₹13,06,500 | 9,251 ₹12,39,634 | 10,200 ₹13,66,800 | 9,750 ₹13,06,500 | 9,200 ₹12,32,800 | 9,100 ₹12,19,400 |
| 3.00 | Material and Labour for Conducting initial (Vertical load test, lateral load test and pull out test) on test pile in accordance with relavant IS code including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc including necessary T & P complete as specified and as directed.
(Note: Mobilization of related machinery and equipment shall deemed to include in the unit quoted rate.) | 2 | Each Job | 2,75,000 ₹5,50,000 | 1,10,000 ₹2,20,000 Lowest | 3,50,000 ₹7,00,000 | 3,00,000 ₹6,00,000 | 3,24,000 ₹6,48,000 | 2,75,000 ₹5,50,000 | 2,90,000 ₹5,80,000 | 3,00,000 ₹6,00,000 |
| 4.00 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. | 41.3 | Cubic metre | 5,900 ₹2,43,670 | 7,750 ₹3,20,075 | 6,500 ₹2,68,450 | 5,852 ₹2,41,687.6 | 6,240 ₹2,57,712 | 5,500 ₹2,27,150 Lowest | 7,300 ₹3,01,490 | 5,750 ₹2,37,475 |
| 5.00 | M & L for use & waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter for rough finished surfaces of concrete complete all as specified and directed. | 670.98 | Square metre | 770 ₹5,16,654.6 | 350 ₹2,34,843 Lowest | 650 ₹4,36,137 | 701 ₹4,70,356.98 | 810 ₹5,43,493.8 | 775 ₹5,20,009.5 | 730 ₹4,89,815.4 | 750 ₹5,03,235 |
| 6.00 | M & L for use & waste Formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat rough finished surfaces of concrete complete all as specified and directed. | 393.08 | Square metre | 770 ₹3,02,671.6 | 285 ₹1,12,027.8 Lowest | 800 ₹3,14,464 | 750 ₹2,94,810 | 825 ₹3,24,291 | 800 ₹3,14,464 | 830 ₹3,26,256.4 | 775 ₹3,04,637 |
| 7.00 | M & L for use & waste 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 surface of concrete flat complete all as specified and directed. | 399.76 | Square metre | 770 ₹3,07,815.2 | 450 ₹1,79,892 Lowest | 850 ₹3,39,796 | 850 ₹3,39,796 | 875 ₹3,49,790 | 850 ₹3,39,796 | 910 ₹3,63,781.6 | 825 ₹3,29,802 |
| 8.00 | S & F high strength TMT steel bars 10 mm dia., and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 25,366.64 | Kilogram | 122 ₹30,94,730.08 | 93 ₹23,59,097.52 | 140 ₹35,51,329.6 | 137 ₹34,75,229.68 | 51 ₹12,93,698.64 | 120 ₹30,43,996.8 | 56 ₹14,20,531.84 | 40 ₹10,14,665.6 Lowest |
| 9.00 | S & F high strength Mild steel TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed. | 11,370.15 | Kilogram | 126.5 ₹14,38,323.97 | 102 ₹11,59,755.3 | 142 ₹16,14,561.3 | 135 ₹15,34,970.25 | 66 ₹7,50,429.9 | 120 ₹13,64,418 | 76 ₹8,64,131.4 | 56 ₹6,36,728.4 Lowest |
| 10.00 | M & L for Reinforced Cement Concrete M-30 (Design Mix) (using 20 mm graded stone aggregate) as in foundations including rafts, footings, beams and mass concrete, etc complete all as specified and directed. (Note: Reinforcement will be measured and paid seperately) | 353.35 | Cubic metre | 9,230 ₹32,61,420.5 | 8,850 ₹31,27,147.5 Lowest | 10,500 ₹37,10,175 | 10,500 ₹37,10,175 | 9,900 ₹34,98,165 | 11,000 ₹38,86,850 | 9,100 ₹32,15,485 | 10,000 ₹35,33,500 |
Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
10 Jul 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 PHASE-II UNDER GE WELLINGTON
2026_MES_771024_1
83084/E8
Open Tender
Civil Works
Item Rate
270 days
WELLINGTON
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Yes
GE WELLINGTON
₹2.1 L
Yes
12 Aug 2026
10 Jun 2026
13 Jul 2026
10 Jun 2026
10 Jul 2026
1 Jul 2026
10 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in any kind of soil 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 complete all as specified and directed. | 245.05 | Cubic metre | - | - |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.39 MB
tmrgd_83084.pdf
Tender Documents • 2.12 MB
BOQ_863422.xls
BOQ • 0.34 MB
cortt_83084.pdf
PDF • 1.07 MB
corr1.pdf
PDF • 0.18 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .