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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAdmitted-Finance 6 290 MUTHA GOWDER LINE WELLINGTON BARRACKS THE NILGIRIS 643 231 | THE NILGIRIS | TAMIL NADU | 643231 | ₹45.9 L | L1 | Admitted-Finance |
| 2 | L2₹46.0 LAdmitted-Finance 138A STANLEY PARK OTTUPATTARAI POST COONOOR 643 105 THE NILGIRIS TAMIL NADU | THE NILGIRIS | TAMIL NADU | 643105 | ₹46.0 L | L2 | Admitted-Finance |
| 3 | L3₹46.1 LAdmitted-Finance C 234 ADG P CHENNAI | ₹46.1 L | L3 | Admitted-Finance |
| 4 | L4₹49.3 LAdmitted-Finance 109 D ALLAI SALT COMPOUND OLD LAKSHMI THEATRE KRISHNAPURAM COONOOR 643102 THE NILGIRIS | COONOOR | THE NILGIRIS | TAMIL NADU | 643102 | ₹49.3 L | L4 | Admitted-Finance |
| 5 | L5₹49.7 LAdmitted-Finance 10 324 17 BALAJI NAGAR ARUVANKADU COONOOR THE NILGIRIS TAMIL NADU 643202 | COONOOR | THE NILGIRIS | TAMIL NADU | 643202 | ₹49.7 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M SUNDARARAJAN L5 | K.AYYAPPAN L4 | SREE PARABRAHMA CONSTRUCTION L1 | Shree Jayam Enterprises L2 | GMS Builders L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for laying of pipe line in Hard/Dense soil and getting out in Hard/Dense soil complete all as specified & directed | 240 | Cum | 770 ₹1.8 L | 880 ₹2.1 L | 850 ₹2.0 L | 740 ₹1.8 L | 856 ₹2.1 L |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers in Hard/Dense soil all as specified & as directed | 220 | Cum | 140 ₹30,800 | 175 ₹38,500 | 180 ₹39,600 | 190 ₹41,800 | 175 ₹38,500 |
| 3.00 | Removing excavated meterial of Hard/ Dense soil to a distance n.exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified & as directed | 20 | Cum | 185 ₹3,700 | 370 ₹7,400 | 350 ₹7,000 | 350 ₹7,000 | 355 ₹7,100 |
| 4.00 | Taking up/down carefully unserviceable CI pipe (including all fittings) with spigot and socket ends and joints connections from the trenches for 200 mm all as specified & as directed. | 772 | RM | 185 ₹1.4 L | 188 ₹1.5 L | 180 ₹1.4 L | 190 ₹1.5 L | 185 ₹1.4 L |
| 5.00 | Taking up/down carefully unserviceable DI pipe (including all fittings) with spigot and socket ends and joints connections from the trenches for 200 mm all as specified & as directed. | 21 | RM | 185 ₹3,885 | 188 ₹3,948 | 180 ₹3,780 | 190 ₹3,990 | 186 ₹3,906 |
| 6.00 | Supply, Laying, jointing & testing of Ductile iron (DI), pressure pipes with spigot and socket ends,of 200 mm dia centrifugally cast, class K-9, with cement mortar lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and metallic zinc coating followed by a finishing layer of epoxy paint in outer side, suitable for push on joint (rubber gasket joint) in any length laid in trenches including jointing & testing complete all as specified and as directed of following sizes:- Note : Excavation and earth work shall be measured and paid separately under relevant items. | 670 | RM | 4,550 ₹30.5 L | 4,555 ₹30.5 L | 4,200 ₹28.1 L | 4,225 ₹28.3 L | 4,185 ₹28.0 L |
| 7.00 | Supply, Laying, jointing & testing of Ductile iron (DI), pressure pipes with ductile iron pipes with flanged ends of 200 mm dia centrifugally cast, class K-9, with cement mortar lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and metallic zinc coating followed by a finishing layer of epoxy paint in outer side, including necessary nuts, bolts, washers and rubber gasket of 4mm thick in any length laid in trenches including jointing & testing complete all as specified and as directed. Note : Excavation and earth work shall be measured and paid separately under relevant items. | 102 | RM | 6,800 ₹6.9 L | 6,875 ₹7.0 L | 6,500 ₹6.6 L | 6,520 ₹6.7 L | 6,700 ₹6.8 L |
| 8.00 | Relaying of DI /CI pipe line spigot and socket ends/ flanged type in trenches /on the ground or/ on supports above the ground level and connecting up including rubber gasket of 4mm thick with adhesives and nessary bolts & nuts,washers with jointing and testing of any length of size 200 mm bore complete all as specified and as directed. | 21 | RM | 500 ₹10,500 | 500 ₹10,500 | 475 ₹9,975 | 480 ₹10,080 | 480 ₹10,080 |
| 8.01General Note for item Nos 1 to 08:- (i) The entire pipe line work is to be carried out in and around the Wellington Mil Stn areas or as per the direction of GE/Engr- in -Charge. (ii) If any damages occurr to water supply pipe line, electric UG cable ie HT/LT and OFC Cable etc for MES, DSSC, Cantt Board etc during the progress of work,same shall be repaired immediately and rate quoted by the contractor shall deem to be inclussive of the same. If the damaged services are not repaired immediately, the same will be got repaired/replaced, at the risk and cost of contractor and the repair cost will be deducted from the contractor’s due payments and the contractor cannot have any claim on this issue and the decision of Accepting officer shall be final and binding. (iii) Excavation and laying of pipe line work will be carried out simultaneously without any hindrance to traffic, and the contractor has to arrange person & barricades,safety strips etc for clearance of traffic . (iv) The decision of accepting officer will be final and binding on all the above issues. (v) Cost of use of JCB/DG Set/Welding Machine etc required for successful completion of the work is deemed to be included the unit quoted rates. | ||||||||
| 9.00 | Labour for taking out run lead joint of 200mm bore CI pipe line complete all as specified and as directed . | 5 | Each | 140 ₹700 | 150 ₹750 | 135 ₹675 | 145 ₹725 | 140 ₹700 |
Updated dates
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
13 May 2026, 6:00 pmClosed
Shri Pawan Kumar Goswami, EE, GE DSSC
BARRACKS-POST, WELLINGTON, THE NILGIRIS, TAMIL NADU, PIN-643231
SPECIAL REPAIR/ REPLACEMENT OF CI PIPE LINE TO DI PIPE LINE OF 200 MM DIA FROM FILTER HOUSE TO JAKATHALA POWER HOUSE OF RANGE SOURCE AND OTHER MISC WORKS AT DSSC WELLINGTON
2026_MES_750573_2
8572/E8
Open Tender
Civil Works
180 days
WELLINGTON
PLEASE REFER TENDER DOCUMENTS AND NIT
8 documents required · 8 mandatory
₹500
GE DSSC WELLINGTON
₹89,000
Yes
20 Jun 2026
16 Apr 2026
20 May 2026
16 Apr 2026
13 May 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for laying of pipe line in Hard/Dense soil and getting out in Hard/Dense soil complete all as specified & directed | - | Cum | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers in Hard/Dense soil all as specified & as directed | - | Cum | - | - | |
Removing excavated meterial of Hard/ Dense soil to a distance n.exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified & as directed | - | Cum | - | - | |
Taking up/down carefully unserviceable CI pipe (including all fittings) with spigot and socket ends and joints connections from the trenches for 200 mm all as specified & as directed. | - | RM | - | - | |
Taking up/down carefully unserviceable DI pipe (including all fittings) with spigot and socket ends and joints connections from the trenches for 200 mm all as specified & as directed. | - | RM | - | - | |
Supply, Laying, jointing & testing of Ductile iron (DI), pressure pipes with spigot and socket ends,of 200 mm dia centrifugally cast, class K-9, with cement mortar lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and metallic zinc coating followed by a finishing layer of epoxy paint in outer side, suitable for push on joint (rubber gasket joint) in any length laid in trenches including jointing & testing complete all as specified and as directed of following sizes:- Note : Excavation and earth work shall be measured and paid separately under relevant items. | - | RM | - | - | |
Supply, Laying, jointing & testing of Ductile iron (DI), pressure pipes with ductile iron pipes with flanged ends of 200 mm dia centrifugally cast, class K-9, with cement mortar lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and metallic zinc coating followed by a finishing layer of epoxy paint in outer side, including necessary nuts, bolts, washers and rubber gasket of 4mm thick in any length laid in trenches including jointing & testing complete all as specified and as directed. Note : Excavation and earth work shall be measured and paid separately under relevant items. | - | RM | - | - | |
Relaying of DI /CI pipe line spigot and socket ends/ flanged type in trenches /on the ground or/ on supports above the ground level and connecting up including rubber gasket of 4mm thick with adhesives and nessary bolts & nuts,washers with jointing and testing of any length of size 200 mm bore complete all as specified and as directed. | - | RM | - | - |
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