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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAccepted-AOC | ₹6.0 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹6.6 Cr+₹68.7 L (11.5%)Rejected-Finance 184 MAIN STREET NASIRABAD AJMER RAJASTHAN 305601 | ₹6.6 Cr+₹68.7 L (11.5%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹7.5 Cr+₹1.5 Cr (25.5%)Rejected-Finance MATERE HOUSE SEC NO 14 PRADHIKARAN PUNE MAHARASHTRA INDIA 412105 | PUNE | MAHARASHTRA | 412105 | ₹7.5 Cr+₹1.5 Cr (25.5%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹7.7 Cr+₹1.8 Cr (29.9%)Rejected-Finance 244 22 ONKAR NAGAR B TRI NAGAR TRI NAGAR NEW DELHI 110035 NORTH WEST DELHI DELHI 110035 INDIA | NORTH WEST DELHI | DELHI | 110035 | ₹7.7 Cr+₹1.8 Cr (29.9%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹8.2 Cr+₹2.2 Cr (37.1%)Rejected-Finance HOUSE NO 769 SOUTH CIVIL LINES MUZAFFARNAGAR UP 241001 | HARDOI | UTTAR PRADESH | 241001 | ₹8.2 Cr+₹2.2 Cr (37.1%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | CHOWDHURY CONSTRUCTION CO L7 | NIRMAL SALES CORPORATION L4 | V M MATERE INFRASTRUCTURES INDIA PVT LTD L3 | M/s Arihant Builders L5 | SHIV CHARAN GUPTA AND SONS L6 | Agarwal Jagdish Construction Company Private Limited L2 | SNG BUILDERS AND ENGINEERS L8 | B D RAIZADA PROJCTS PVT LTD L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 2.00SCHEDULE "A" : | |||||||||||
| 3.00External Water Supply | |||||||||||
| 4.00 | Item No 01 : Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for laying/ taking out of pipe in soft/loose soil complete all as specified and directed. | 9,107.75 | CUM | 365 ₹33,24,328.75 | 357 ₹32,51,466.75 | 250 ₹22,76,937.5 | 300 ₹27,32,325 | 220 ₹20,03,705 | 210 ₹19,12,627.5 Lowest | 210 ₹19,12,627.5 Lowest | 239 ₹21,76,752.25 |
| 5.00 | Item No 02 : Add to Item No 1 (SSR-03006) for each additional 1.5 m or part thereof in depth beyond the first 1.5 m complete all as specified and directed. | 375.73 | CUM | 110 ₹41,330.3 | 105 ₹39,451.65 Lowest | 500 ₹1,87,865 | 300 ₹1,12,719 | 300 ₹1,12,719 | 175 ₹65,752.75 | 300 ₹1,12,719 | 299 ₹1,12,343.27 |
| 6.00 | Item No 03 : Returning/refilling in trenches including spreading levelling, watering and well ramming in layer not exc 25 cm thick, complete all as specified and directed. | 11,400.43 | CUM | 130 ₹14,82,055.9 | 114 ₹12,99,649.02 | 50 ₹5,70,021.5 | 30 ₹3,42,012.9 Lowest | 120 ₹13,68,051.6 | 100 ₹11,40,043 | 150 ₹17,10,064.5 | 79 ₹9,00,633.97 |
| 7.00 | Item No 04 : Removal of excavated surplus soil not exc 50 m and depositing where directed at level not exc 1.5 m above the starting point, complete all as specified and directed. | 1,985.55 | CUM | 300 ₹5,95,665 | 222 ₹4,40,792.1 | 100 ₹1,98,555 | 30 ₹59,566.5 Lowest | 150 ₹2,97,832.5 | 150 ₹2,97,832.5 | 180 ₹3,57,399 | 90 ₹1,78,699.5 |
| 8.00 | Item No 05 : Supply, laying, jointing & testing of DI pressure pipes with spigot and socket lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and mettalic zinc coating followed by a finishing layer of epoxy paint on outer side, suitable for push on joint (rubber gasket joint) incl rubber gasket or to be fixed by means of nut bolt and washer in case of flanged pipe including suitable rubber gasket, in any length reuired at site laid horizantly or vertically in trenches upto 3 mtr depth /over masonry pillar and connection to old or new position of Class "K-9" of size 350 mm dia bore complete all as specified and as directed by engr-in-charge. Note:- Before placing the order to manufacturer, contractor should take measurement from ground and get approval of Engr-in-Charge. Pipeline casted by manufactures factory only will be accepted. Any modification/welding/alteration by local workshop or by contractor will not be accepted. | 4,050 | RM | 8,250 ₹3,34,12,500 | 7,350 ₹2,97,67,500 | 7,000 ₹2,83,50,000 | 8,000 ₹3,24,00,000 | 7,600 ₹3,07,80,000 | 6,200 ₹2,51,10,000 | 8,100 ₹3,28,05,000 | 5,499 ₹2,22,70,950 Lowest |
| 9.00 | Item No 06 : All as per item No 5 here-in-before but of size 300 mm dia bore complete all as specified and directed | 2,050 | RM | 6,300 ₹1,29,15,000 | 5,730 ₹1,17,46,500 | 5,800 ₹1,18,90,000 | 6,000 ₹1,23,00,000 | 6,400 ₹1,31,20,000 | 4,950 ₹1,01,47,500 | 6,900 ₹1,41,45,000 | 4,299 ₹88,12,950 Lowest |
| 10.00 | Item No 07 : All as per item No 5 here-in-before but of size 250 mm dia bore complete all as specified and directed | 1,790 | RM | 5,250 ₹93,97,500 | 4,560 ₹81,62,400 | 4,600 ₹82,34,000 | 5,000 ₹89,50,000 | 5,700 ₹1,02,03,000 | 4,000 ₹71,60,000 | 6,000 ₹1,07,40,000 | 3,590 ₹64,26,100 Lowest |
| 11.00 | Item No 08 : All as per item No 5 here-in-before but of size 200 mm dia bore complete all as specified and directed | 2,450 | RM | 4,000 ₹98,00,000 | 3,480 ₹85,26,000 | 3,300 ₹80,85,000 | 4,500 ₹1,10,25,000 | 3,550 ₹86,97,500 | 3,100 ₹75,95,000 | 5,100 ₹1,24,95,000 | 2,799 ₹68,57,550 Lowest |
Tender Value
₹8.4 Cr
EMD Value
₹7.4 L
Closing Date
14 May 2026, 6:00 pmClosed
CHIEF ENGINEER JABALPUR ZONE
CHIEF ENGINEER JABALPUR ZONE RIDGE ROAD JABALPUR 482001
AUGMENTATION OF MAIN PIPELINE OF DIPATOLI MIL STN
2026_MES_762911_1
753036A AUGMENTATION OF MAIN PIPELINE OF DIPATOLI MIL STN
Open Tender
Civil Works
Item Rate
GE DIPATOLI
AS PER NIT
7 documents required · 7 mandatory
₹3,000
GE DIPATOLI
₹7.4 L
Yes
29 Jun 2026
30 Apr 2026
21 May 2026
30 Apr 2026
14 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | SCHEDULE "A" : | - | - | - | - |
| 3 | External Water Supply | - | - | - | - |
| 4 | Item No 01 : Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for laying/ taking out of pipe in soft/loose soil complete all as specified and directed. | 9,107.75 | CUM | - | - |
| 5 | Item No 02 : Add to Item No 1 (SSR-03006) for each additional 1.5 m or part thereof in depth beyond the first 1.5 m complete all as specified and directed. | 375.73 | CUM | - | - |
| 6 | Item No 03 : Returning/refilling in trenches including spreading levelling, watering and well ramming in layer not exc 25 cm thick, complete all as specified and directed. | 11,400.43 | CUM | - | - |
| 7 | Item No 04 : Removal of excavated surplus soil not exc 50 m and depositing where directed at level not exc 1.5 m above the starting point, complete all as specified and directed. | 1,985.55 | CUM | - | - |
| 8 | Item No 05 : Supply, laying, jointing & testing of DI pressure pipes with spigot and socket lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and mettalic zinc coating followed by a finishing layer of epoxy paint on outer side, suitable for push on joint (rubber gasket joint) incl rubber gasket or to be fixed by means of nut bolt and washer in case of flanged pipe including suitable rubber gasket, in any length reuired at site laid horizantly or vertically in trenches upto 3 mtr depth /over masonry pillar and connection to old or new position of Class "K-9" of size 350 mm dia bore complete all as specified and as directed by engr-in-charge. Note:- Before placing the order to manufacturer, contractor should take measurement from ground and get approval of Engr-in-Charge. Pipeline casted by manufactures factory only will be accepted. Any modification/welding/alteration by local workshop or by contractor will not be accepted. | 4,050 | RM | - | - |
| 9 | Item No 06 : All as per item No 5 here-in-before but of size 300 mm dia bore complete all as specified and directed | 2,050 | RM | - | - |
| 10 | Item No 07 : All as per item No 5 here-in-before but of size 250 mm dia bore complete all as specified and directed | 1,790 | RM | - | - |
| 11 | Item No 08 : All as per item No 5 here-in-before but of size 200 mm dia bore complete all as specified and directed | 2,450 | RM | - | - |
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