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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.8 LAccepted-AOC 158 A 2 9 DR RAJARATHINAM STREET KATTOOR COIMBATORE 641 009 TN | COIMBATORE | COIMBATORE | TAMIL NADU | 641009 | L1 | Accepted-AOC being eligible and lowest bidder | |
| 2 | L2₹95.7 L+₹1.9 L (1.99%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹96.4 L+₹2.6 L (2.81%)Rejected-Finance C 234 ADG P CHENNAI | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹97.5 L+₹3.7 L (3.92%)Rejected-Finance DOOR NO IV 400 NEAR RAMANTHALI GHSS RAMANTHALI PO KANNUR 670308 | KANNUR | KERALA | 670308 | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹100.0 L+₹6.2 L (6.61%)Rejected-Finance 10 324 17 BALAJI NAGAR ARUVANKADU COONOOR THE NILGIRIS TAMIL NADU 643202 | COONOOR | THE NILGIRIS | TAMIL NADU | 643202 | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | GMS Builders L3 | POOJA ENGINEERING L1 | N SARAVANAN L6 | M SUNDARARAJAN L5 | K.AYYAPPAN L8 | SREE CONSTRUCTIONS L7 | SREEKRUPA ENTERPRISES L4 | Manoprabha Electricals L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Lumpsum price worked out by the tenderer for BUILDING / STURCTURES as listed in Schedule 'A' Part-I | 1 | Lumpsum | 86,03,472 ₹86,03,472 | 77,99,666 ₹77,99,666 Lowest | 90,64,190 ₹90,64,190 | 88,00,000 ₹88,00,000 | 1,10,00,000 ₹1,10,00,000 | 95,00,000 ₹95,00,000 | 85,31,000 ₹85,31,000 | 83,40,000 ₹83,40,000 |
| 2.00 | Lumpsum price worked out by the tenderer for SITE CLEARANCE, DEVELOPMENT AND EXCAVATION AND EARTH WORK as listed in Schedule 'A' Part-II | 1 | Lumpsum | 1,43,676 ₹1,43,676 | 1,77,666 ₹1,77,666 | 1,39,988 ₹1,39,988 | 1,30,000 ₹1,30,000 Lowest | 1,65,000 ₹1,65,000 | 1,50,000 ₹1,50,000 | 1,37,400 ₹1,37,400 | 1,35,600 ₹1,35,600 |
| 3.00 | Lumpsum price worked out by the tenderer for EXTERNAL WATER SUPPLY as listed in Schedule 'A' Part-III | 1 | Lumpsum | 1,20,473 ₹1,20,473 | 1,75,666 ₹1,75,666 | 1,18,207 ₹1,18,207 Lowest | 1,30,000 ₹1,30,000 | 1,35,000 ₹1,35,000 | 1,65,000 ₹1,65,000 | 1,27,500 ₹1,27,500 | 1,31,250 ₹1,31,250 |
| 4.00 | Lumpsum price worked out by the tenderer for LIGHTENING PROTECTION as listed in Schedule 'A' Part-IV | 1 | Lumpsum | 5,660 ₹5,660 | 5,066 ₹5,066 Lowest | 5,735 ₹5,735 | 8,100 ₹8,100 | 15,500 ₹15,500 | 10,000 ₹10,000 | 5,340 ₹5,340 | 6,200 ₹6,200 |
| 5.00 | Lumpsum price worked out by the tenderer for EXTERNAL ELECTRIC SUPPLY as listed in Schedule 'A' Part-V | 1 | Lumpsum | 44,836 ₹44,836 Lowest | 56,666 ₹56,666 | 58,238 ₹58,238 | 55,000 ₹55,000 | 52,500 ₹52,500 | 75,000 ₹75,000 | 45,100 ₹45,100 | 51,300 ₹51,300 |
| 5.01NOTE: 1. Schedule ‘A’ Part - I to V hereinbefore are prepriced by MES under Ser No.1.00 to 04.00 Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only. 2. Schedule ‘A’ Part - VI (MISCELLANEOUS ITEMS) hereinafter is not prepriced by MES and prepriced rate left blank under Col.5 signifies this fact only. Bidder shall insert their rates in Green colour filled under Col-6. | |||||||||||
| 6.00SCHEDULE ‘A’ PART - VI (MISCELLANEOUS ITEMS) | |||||||||||
| 7.00 | EXTERNAL WATER SUPPLY
Supply and fix Ductile iron pipe of size 100 mm dia, spigot and socket type, class K-9 conforming to IS-8329 with cement mortar lining (CML) with portland slag cement as per relevant IS code, with metallic zinc coating with finishing layer of bituminous coating as per relevant IS including all accessories, tyton joints of EPDM gasket and fitting specials complete all as specified and directed. | 360 | Running metre | 1,366 ₹4,91,760 Lowest | 2,366 ₹8,51,760 | 2,000 ₹7,20,000 | 1,600 ₹5,76,000 | 1,765 ₹6,35,400 | 2,600 ₹9,36,000 | 1,740 ₹6,26,400 | 1,690 ₹6,08,400 |
| 8.00 | Supply and fix ductile iron pipe of size 100mm diameter, double end flanged type class K 9 confirming to ID 8329:2000 with cement mortar lining with portable slag cement as per relevant IS code with metallic zinc coating with finishing layer of bituminous coating as per relevant IS including all accessories and fitting specials complete all as specified and directed.( Note: Flanged end pipe considered for incoming,out going (02) and wash out pipe line from ground level OHT inlet/outlet) | 50 | Running metre | 1,433 ₹71,650 Lowest | 2,220 ₹1,11,000 | 2,200 ₹1,10,000 | 1,700 ₹85,000 | 1,950 ₹97,500 | 2,600 ₹1,30,000 | 1,810 ₹90,500 | 1,720 ₹86,000 |
| 9.00 | Material and Labour for EPDM gaskets for flanged joint of DI pipe of size 100mm , of thickness 3 mm complete all as specified and directed. | 22 | Each | 682 ₹15,004 | 100 ₹2,200 | 640 ₹14,080 | 900 ₹19,800 | 550 ₹12,100 | 20 ₹440 Lowest | 420 ₹9,240 | 485 ₹10,670 |
Tender Value
₹87.4 L
EMD Value
₹1.6 L
Closing Date
28 Mar 2026, 6:00 pmClosed
CWE Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
CONSTRUCTION OF OVERHEAD TANK OF CAPACITY 80,000.00 LITRE AND WATER SUPPLY SYSTEM AT AVA HILL,MADRAS REGIMENTAL CENTRE WELLINGTON UNDER GE WELLINGTON
2026_MES_753633_1
83061/E8
Open Tender
Civil Works
Lump-sum
365 days
WELLINGTON
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE WELLINGTON
₹1.6 L
Yes
2 May 2026
21 Feb 2026
30 Mar 2026
21 Feb 2026
28 Mar 2026
21 Mar 2026
21 Feb 2026 - 28 Feb 2026
Lumpsum price worked out by the tenderer for BUILDING / STURCTURES as listed in Schedule 'A' Part-I
Lumpsum price worked out by the tenderer for SITE CLEARANCE, DEVELOPMENT AND EXCAVATION AND EARTH WORK as listed in Schedule 'A' Part-II
Lumpsum price worked out by the tenderer for EXTERNAL WATER SUPPLY as listed in Schedule 'A' Part-III
Lumpsum price worked out by the tenderer for LIGHTENING PROTECTION as listed in Schedule 'A' Part-IV
Lumpsum price worked out by the tenderer for EXTERNAL ELECTRIC SUPPLY as listed in Schedule 'A' Part-V
NOTE: 1. Schedule ‘A’ Part - I to V hereinbefore are prepriced by MES under Ser No.1.00 to 04.00 Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only. 2. Schedule ‘A’ Part - VI (MISCELLANEOUS ITEMS) hereinafter is not prepriced by MES and prepriced rate left blank under Col.5 signifies this fact only. Bidder shall insert their rates in Green colour filled under Col-6.
SCHEDULE ‘A’ PART - VI (MISCELLANEOUS ITEMS)
EXTERNAL WATER SUPPLY Supply and fix Ductile iron pipe of size 100 mm dia, spigot and socket type, class K-9 conforming to IS-8329 with cement mortar lining (CML) with portland slag cement as per relevant IS code, with metallic zinc coating with finishing layer of bituminous coating as per relevant IS including all accessories, tyton joints of EPDM gasket and fitting specials complete all as specified and directed.
Supply and fix ductile iron pipe of size 100mm diameter, double end flanged type class K 9 confirming to ID 8329:2000 with cement mortar lining with portable slag cement as per relevant IS code with metallic zinc coating with finishing layer of bituminous coating as per relevant IS including all accessories and fitting specials complete all as specified and directed.( Note: Flanged end pipe considered for incoming,out going (02) and wash out pipe line from ground level OHT inlet/outlet)
Material and Labour for EPDM gaskets for flanged joint of DI pipe of size 100mm , of thickness 3 mm complete all as specified and directed.
Supply, install, testing and commissioning three phase open well submersible pump 15HP,11KW, 2900 RPM, 415V, 50Hz, AC, totaly fan cooled, horizontal type and able to deliver 550LPM water to a head range of 60 to 100 m ,size 80x65m including necessary PCC foundation as per manufactures instructions complete all as specified and as directed. ( Make: Kirlosker Model No. KOS1555 or equivalent make as per list of manufactures)
Supply and fix fully automatic star delta starter 7.5 HP to 15 HP type ML 1.5 current rating 10 to 25 A in sheet-steel enclosure with single phase protection feature (motor rating AC-3 Duty, 425 V, 50Hz ,3 Ph) complete all as specified and as directed.
Material and labour for construction of brick masonry valve chamber 230 mm thick wall of 900 mm x 900 mm x 860mm ht internal size, necessary earth work and excavation in any type of soil, 150 mm thick PCC foundation in 1:4:8 type D2 using 40mm graded stone aggregate, brick work in walls with sub class B bricks built in CM 1:6, PCC Coping 75mm thick and bed blocks for embedding the angle iron hold fasts with PCC 1:2:4 type B using 20 mm stone aggregates, rendering in CM 1:4, 15 mm thick finished fair and even without using extra cement, including provision of MS Sheet cover 2mm thick fixed to MS angle iron frame made out of 40mm x 40 mm 4 mm thick, two coats of synthetic enamel paint over a coat of red oxide primer to steel surfaces and locking arrangements with lock and key including taring to the embedded steel surfaces complete all as specified and directed.
LIGHTENING PROTECTION Supply and fix Integral LED aviation light 10W comprising of aluminium housing with polycarbonate enclosure above the top of overhead tank all as specified and directed . (Make : Bajaj, Cat No -BGAV 302 LE or equivalent make listed in list of manufactures)
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