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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC SHANTI KUNJ CHESIRE HOME ROAD BARIATU RANCHI 834009 JHARKHAND | RANCHI | JHARKHAND | 834009 | ₹31.8 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹32.8 L+₹97,586.13 (3.07%)Rejected-Finance | ₹32.8 L+₹97,586.13 (3.07%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹34.7 L+₹2.9 L (9.07%)Rejected-Finance CHESHIRE HOME ROAD SHAKTI KUNJ BARIATU RANCHI 834009 | RANCHI | JHARKHAND | 834009 | ₹34.7 L+₹2.9 L (9.07%) | L3 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | BHARATI ENTERPRISES L1 | ashiyana electrical company L3 | K K GUPTA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in soft/loose soil n.exc 1.5 mtr wide and n.exc 1.5 mtr depth and getting out for foundation ect. or for shafts, well, cesspits, manholes, laying of cable / pipe/ stay assy/HT/LT Poles for foundation etc and getting out and levelling of bottom surface to required level all as specified and directed by engineer-in-charge. | 587 | Cum | 250 ₹1,46,750 | 180 ₹1,05,660 | 165 ₹96,855 Lowest |
| 2.00 | Removing surplus excavated material not exc 50 mtrs and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed. | 134 | Cum | 100 ₹13,400 | 80 ₹10,720 Lowest | 90 ₹12,060 |
| 3.00 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed. | 453 | Cum | 90 ₹40,770 | 100 ₹45,300 | 45 ₹20,385 Lowest |
| 4.00 | Cutting the existing road of any kind straight by manual, depth and width not less than 30 cm for pipes up to 50 mm dia and filling back with excavated soil up to 75 % road portion and 25 % shall be made with cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate complete all as specified and directed. | 25 | RM | 400 ₹10,000 Lowest | 950 ₹23,750 | 400 ₹10,000 Lowest |
| 5.00 | M&L for road crossing/ drain crossing by adopting trench less tunnelling work through specified pipe jacking method by erecting the equipment to true to the alignment and gradient by hydraulic pipe jacking technique complete including tunnelling, excavation in any type of soils including hard rock, TO CROSS WATER PIPE LINE UP TO 50 mm dia in any length including jointing materials and necessary conveyance charges of machinery and other required materials in co-ordination with the concerned authorities complete all as specified and as directed INCLUDING MAKING GOOD OF DISTURBED SURFACE.NOTE: Pipe will be measured and paid separately under relevant items. | 28 | RM | 1,000 ₹28,000 | 1,400 ₹39,200 | 525 ₹14,700 Lowest |
| 6.00 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate in foundation mass concrete and filling including weathering slightly rounded or chamfered complete with necessary use and waste fo form work complete all as specified and directed at site. | 1.9 | Cum | 3,500 ₹6,650 | 4,000 ₹7,600 | 3,300 ₹6,270 Lowest |
| 7.00Taking up cast iron water mains including all fittings with spigot and socket ends and lead joint including burning out lead joint and of following sizes:- | ||||||
| 7.01 | 100 mm Bore | 38 | RM | 60 ₹2,280 | 40 ₹1,520 Lowest | 325 ₹12,350 |
| 7.02 | 150 mm Bore | 21 | RM | 75 ₹1,575 | 70 ₹1,470 Lowest | 365 ₹7,665 |
| 8.00S&F in replacement ductile iron pressure pipes, class K9, centrifugally cast with spigot and socket ends as per following conforming to IS 8329/ 2000 with cement mortar lining inside the pipes with outside zinc coating suitable for push-on-joint (rubber gasket D jointing) in any length including DI specials as required at site confirming to IS 8329/ 2000 and all jointing materials and making good for disturbed surfaces of roads, path ways etc while laying the pipe line at site, site clearance for the route of pipe line, welding, cutting the existing CI/ DI/ MS pipe line of any size up to 350 mm dia for inserting branch connections etc complete all as specified and directed for the following sizes:- Notes:- (a) Quoted rates inclusive of Push on Joints / D-Joints as required (b) The contractor is responsible for obtaining the approval from Police Department for Traffic Diversion and related works if required in consultation with the MES department if required. (c) Contractor is responsible for repair/ replacement of any damages to the existing structures, Under Ground HT/ LT/ OFC Cables etc during the course of execution. | ||||||
Tender Value
₹36.9 L
EMD Value
₹73,800
Closing Date
23 Jul 2026, 6:00 pmClosed
Shri Manjul Kumar Tripathi, GE
Garrison Engineer Ranchi, 7th Club Road Ranchi, PIN-834001
ADDN ALTN TO EXTERNAL WATER SUPPLY NETWORK AT MORABADI AND PROVN OF SECURITY LIGHT (LED) WITH STEEL TUBULAR POLES AND CONNECTED ITEMS AT 6 8 GR LOC AT MORABADI POCKET OF RANCHI MIL STN UNDER GE RANCHI
2026_MES_774725_1
8400/1302/E8
Open Tender
Civil Works
Item Rate
180 days
GE Ranchi
Class D Cat a (ii) b (i)
7 documents required · 7 mandatory
₹500
GE Ranchi
₹73,800
Yes
12 Sept 2026
25 Jun 2026
30 Jul 2026
25 Jun 2026
23 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches in soft/loose soil n.exc 1.5 mtr wide and n.exc 1.5 mtr depth and getting out for foundation ect. or for shafts, well, cesspits, manholes, laying of cable / pipe/ stay assy/HT/LT Poles for foundation etc and getting out and levelling of bottom surface to required level all as specified and directed by engineer-in-charge. | 587 | Cum | - | - |
| 2 | Removing surplus excavated material not exc 50 mtrs and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed. | 134 | Cum | - | - |
| 3 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed. | 453 | Cum | - | - |
| 4 | Cutting the existing road of any kind straight by manual, depth and width not less than 30 cm for pipes up to 50 mm dia and filling back with excavated soil up to 75 % road portion and 25 % shall be made with cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate complete all as specified and directed. | 25 | RM | - | - |
| 5 | M&L for road crossing/ drain crossing by adopting trench less tunnelling work through specified pipe jacking method by erecting the equipment to true to the alignment and gradient by hydraulic pipe jacking technique complete including tunnelling, excavation in any type of soils including hard rock, TO CROSS WATER PIPE LINE UP TO 50 mm dia in any length including jointing materials and necessary conveyance charges of machinery and other required materials in co-ordination with the concerned authorities complete all as specified and as directed INCLUDING MAKING GOOD OF DISTURBED SURFACE.NOTE: Pipe will be measured and paid separately under relevant items. | 28 | RM | - | - |
| 6 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate in foundation mass concrete and filling including weathering slightly rounded or chamfered complete with necessary use and waste fo form work complete all as specified and directed at site. | 1.9 | Cum | - | - |
| 7Taking up cast iron water mains including all fittings with spigot and socket ends and lead joint including burning out lead joint and of following sizes:- | |||||
| 7.01 | 100 mm Bore | 38 | RM | - | - |
| 7.02 | 150 mm Bore | 21 | RM | - | - |
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