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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-AOC H NO 111 553 64 CATTLE POUND TOWARDS AVA HILL CAMP ROAD ARUVANKADU NILGIRIS DIST TAMIL NADU 643 202 | THE NILGIRIS | TAMIL NADU | 643202 | ₹42.3 L | L1 | Accepted-AOC Admitted |
| 2 | L2₹45.2 LRejected-Finance C 234 ADG P CHENNAI | ₹45.2 L | L2 | Rejected-Finance Being Not the Lowest Tenderer |
| 3 | L3₹47.1 LRejected-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹47.1 L | L3 | Rejected-Finance Being Not the Lowest Tenderer |
| 4 | L4₹47.7 LRejected-Finance DOOR NO 6 106 GORKHA CAMP WELLINGTON BARRACKS POST THE NILGIRIS 643231 | THE NILGIRIS | TAMIL NADU | 643231 | ₹47.7 L | L4 | Rejected-Finance Being Not the Lowest Tenderer |
| 5 | L5₹48.9 LRejected-Finance DOOR NO 40 MYSORE LODGE ANNEXE ROAD MOORSE GARDEN COONOOR THE NILGIRIS 643102 | COONOOR | THE NILGIRIS | TAMIL NADU | 643102 | ₹48.9 L | L5 | Rejected-Finance Being Not the Lowest Tenderer |
| Sl No | Description | Qty | Unit | sree devi construction L1 | AR Mohamed Yakub and Co L5 | GMS Builders L2 | S.RAMACHANDRAN L6 | CRD TRADERS L4 | KRA Engineering and Construction L3 | KGP BUILDERS L7 | TECKXPERT ENTERPRISES L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.50M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed. | 112.11 | CUM | 490 ₹54,933.90 | 610 ₹68,387.10 | 600 ₹67,266 | 540 ₹60,539.40 | 490 ₹54,933.90 | 575 ₹64,463.25 | 595 ₹66,705.45 | 580 ₹65,023.80 |
| 2.00 | Removing the surplus soil to a distance not exceeding 50 meters from the starting point and depositing at a height not exceeding 1.5 m above ground level complete all as specified and as directed. | 41.78 | CUM | 94 ₹3,927.32 | 140 ₹5,849.20 | 120 ₹5,013.60 | 150 ₹6,267 | 150 ₹6,267 | 170 ₹7,102.60 | 120 ₹5,013.60 | 450 ₹18,801 |
| 3.00 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in hard/ dense soil complete all as specified and directed. | 70.33 | CUM | 69 ₹4,852.77 | 100 ₹7,033 | 90 ₹6,329.70 | 120 ₹8,439.60 | 110 ₹7,736.30 | 120 ₹8,439.60 | 110 ₹7,736.30 | 110 ₹7,736.30 |
| 4.00 | Plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concreting, complete all as specified and directed. | 8.62 | CUM | 6,500 ₹56,030 | 7,100 ₹61,202 | 7,000 ₹60,340 | 6,900 ₹59,478 | 6,500 ₹56,030 | 8,000 ₹68,960 | 8,500 ₹73,270 | 8,000 ₹68,960 |
| 5.00 | Use and waste of formwork to sides of concrete foundations, footings, base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work; vertical or to batter flat surface rough finished complete all as specified and directed. | 126.72 | SQM | 660 ₹83,635.20 | 620 ₹78,566.40 | 700 ₹88,704 | 750 ₹95,040 | 800 ₹1.0 L | 645 ₹81,734.40 | 750 ₹95,040 | 850 ₹1.1 L |
| 6.00 | Reinforced cement concrete (nominal mix) Type B1, 1:2:4 using 20 mm graded stone aggregate as in foundations, including rafts, footing, foundations, beams, plinth beams, bases for columns, etc., basement slabs, under reamed piles and mass concrete etc complete all as specified and directed. | 25.34 | CUM | 10,400 ₹2.6 L | 14,300 ₹3.6 L | 12,000 ₹3.0 L | 12,750 ₹3.2 L | 13,000 ₹3.3 L | 12,500 ₹3.2 L | 12,500 ₹3.2 L | 11,500 ₹2.9 L |
| 7.00 | Mild steel TMT bars 10mm dia and over, cut to length, bent to shape as required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed. | 1,557.72 | KG | 147 ₹2.3 L | 170 ₹2.6 L | 175 ₹2.7 L | 180 ₹2.8 L | 200 ₹3.1 L | 140 ₹2.2 L | 160 ₹2.5 L | 185 ₹2.9 L |
| 8.00 | Mild steel TMT bars 6 to 8mm dia cut to length, bent 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 0.9mm dia or securing with clips in stirrups, spacers, binders, etc complete all as specified and directed. | 222.46 | KG | 147 ₹32,701.62 | 180 ₹40,042.80 | 175 ₹38,930.50 | 180 ₹40,042.80 | 200 ₹44,492 | 142 ₹31,589.32 | 160 ₹35,593.60 | 185 ₹41,155.10 |
| 9.00 | Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface using broken stone or boulders all as specified and directed. | 7.43 | CUM | 2,100 ₹15,603 | 2,000 ₹14,860 | 2,200 ₹16,346 | 3,000 ₹22,290 | 2,300 ₹17,089 | 3,500 ₹26,005 | 2,900 ₹21,547 | 3,500 ₹26,005 |
| 10.00 | 100mm thick Plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in floor all as specified and directed. | 99 | SQM | 1,050 ₹1.0 L | 1,050 ₹1.0 L | 1,100 ₹1.1 L | 1,200 ₹1.2 L | 1,000 ₹99,000 | 1,000 ₹99,000 | 1,480 ₹1.5 L | 1,480 ₹1.5 L |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
27 Dec 2025, 6:00 pmClosed
GE WELLINGTON
Garrison Engineer Wellington Barrack Post Nilgiris Pin code-643231
PROVISION OF WATER TANK WITH STAGING AT STABLE HILLS QTRS UNDER GE WELLINGTON
2025_MES_743462_1
8179/E8
Open Tender
Civil Works
120 days
WELLINGTON
As per Tender Documents
7 documents required · 7 mandatory
₹500
GE WELLINGTON
₹85,000
Yes
16 Feb 2026
6 Dec 2025
30 Dec 2025
7 Dec 2025
27 Dec 2025
20 Dec 2025
Amount
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.50M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed.
Removing the surplus soil to a distance not exceeding 50 meters from the starting point and depositing at a height not exceeding 1.5 m above ground level complete all as specified and as directed.
Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in hard/ dense soil complete all as specified and directed.
Plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concreting, complete all as specified and directed.
Use and waste of formwork to sides of concrete foundations, footings, base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work; vertical or to batter flat surface rough finished complete all as specified and directed.
Reinforced cement concrete (nominal mix) Type B1, 1:2:4 using 20 mm graded stone aggregate as in foundations, including rafts, footing, foundations, beams, plinth beams, bases for columns, etc., basement slabs, under reamed piles and mass concrete etc complete all as specified and directed.
Mild steel TMT bars 10mm dia and over, cut to length, bent to shape as required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed.
Mild steel TMT bars 6 to 8mm dia cut to length, bent 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 0.9mm dia or securing with clips in stirrups, spacers, binders, etc complete all as specified and directed.
Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface using broken stone or boulders all as specified and directed.
100mm thick Plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in floor all as specified and directed.
Preparation of new or untreated steel surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed.
Taking up or down steel tubing 20mm bore pipes and connections, complete all as specified and directed.
Taking up or down steel tubing 25mm bore pipes and connections, complete all as specified and directed.
Refixing GI pipe 20mm dia including connections complete fixed to walls or laid in floors complete all as specified and directed.
Refixing GI pipe 25mm dia including connections complete fixed to walls or laid in floors complete all as specified and directed.
Galvanised iron 15mm bore pipe medium grade with all fittings and fixed complete to wall and ceilings or laid in floor complete all as specified and directed.
Galvanised iron 20mm bore pipe medium grade with all fittings and fixed complete to wall and ceilings or laid in floor complete all as specified and directed.
Galvanised iron 25mm bore pipe medium grade with all fittings and fixed complete to wall and ceilings or laid in floor complete all as specified and directed.
Disconnecting existing PVC tanks of capacity exceeding 500 ltrs and not exceeding 1000 ltrs, setting aside (or lowering if required) for repairs, cleaning etc (cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes etc) and hoisting if required reconnecting and refixing in position all as specified and directed.
Rotational moulded polyethylene water storage tank of capacity 1000 Ltr (cylindrical vertical with closed top) three layers hoisted and fixed in position including 20mm dia ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed complete with proper inlet and outlet connections all as specified and as directed
Mild steel Framed work such as grill, grating etc with ends of bars shouldered and /or riveted or forged into spikes, framed guard bars, barred iron door, ladders, framed balusters, walk ways, railings, framework/ base of water tanks and simialr work conforming to Fe290 Gde E-165 and fixed complete all as specified and directed.
Supply and fix plates (Plain or chequered) Fe-410-W(Gde-E-250) Quality-B, channels, square cut or notched (Ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed.
GMS Builders (BID ID -3507218)
KRA Engineering and Construction (BID ID -3509014)
CRD TRADERS (BID ID -3508203)
AR Mohamed Yakub and Co (BID ID -3506741)
S.RAMACHANDRAN (BID ID -3508259)
KGP BUILDERS (BID ID -3506330)
TECKXPERT ENTERPRISES (BID ID -3507233)
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