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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAccepted-AOC PLOT NO 12 SAKAR GRAH NIRMAN SOCIETY TILHARI MANDLA ROAD JABALPUR MP 482001 | JABALPUR | JABALPUR | MP | 482001 | L1 | Accepted-AOC L1 bidder lowest | |
| 2 | L2₹34.0 L+₹72,267 (2.17%)Rejected-Finance 114 BARH CHONDI TOWN BARH DISTT PATNA BIHAR PIN 803213 | PATNA | BIHAR | 803213 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹34.8 L+₹1.6 L (4.73%)Rejected-Finance 116 JAI BHEEM NAGAR POLIPATHAR GWARIGHAT ROAD JABALPUR MP 482008 | JABALPUR | MADHYA PRADESH | 482008 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹35.4 L+₹2.1 L (6.42%)Rejected-Finance 2284 30 BAJRANG NAGAR VFJ ESTATE JABALPUR 482009 | JABALPUR | MADHYA PRADESH | 482009 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹36.6 L+₹3.3 L (9.99%)Rejected-Finance 114 BARH CHONDI BARH PATNA BIHAR 803213 | PATNA | PATNA | BIHAR | 803213 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Shri kamal traders L7 | DEEPAK CONSTRUCTION L6 | MAA SHARDA CONSTRUCTION L5 | upadhyay Builders L1 | SHRI KRISHNA CONSTRUCTIONS L4 | chandra builders L3 | a k builders L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains ( exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 2.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 320.63 | Cum | 150 ₹48,094.5 | 350 ₹1,12,220.5 | 145 ₹46,491.35 | 140 ₹44,888.2 | 100 ₹32,063 Lowest | 180 ₹57,713.4 | 250 ₹80,157.5 |
| 2.00 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation & mass concrete complete all as specified and directed. | 29.07 | Cum | 3,500 ₹1,01,745 | 3,500 ₹1,01,745 | 2,250 ₹65,407.5 Lowest | 2,500 ₹72,675 | 3,800 ₹1,10,466 | 2,700 ₹78,489 | 2,500 ₹72,675 |
| 3.00 | M&L for Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 240.92 | Sqm | 250 ₹60,230 | 200 ₹48,184 | 200 ₹48,184 | 150 ₹36,138 Lowest | 185 ₹44,570.2 | 200 ₹48,184 | 200 ₹48,184 |
| 4.00 | M&L for RCC design mix M-25 using 20mm graded stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 105 | Cum | 5,200 ₹5,46,000 | 5,500 ₹5,77,500 | 5,150 ₹5,40,750 | 4,999 ₹5,24,895 Lowest | 5,000 ₹5,25,000 | 5,200 ₹5,46,000 | 5,200 ₹5,46,000 |
| 5.00 | M&L for Use and waste of formwork to sides of rough finished flat surface pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 228 | Sqm | 270 ₹61,560 | 200 ₹45,600 | 200 ₹45,600 | 200 ₹45,600 | 188 ₹42,864 Lowest | 200 ₹45,600 | 200 ₹45,600 |
| 6.00 | M&L for RCC design mix M-25 using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed. | 17.1 | Cum | 5,500 ₹94,050 | 5,500 ₹94,050 | 5,150 ₹88,065 | 4,999 ₹85,482.9 Lowest | 5,000 ₹85,500 | 5,200 ₹88,920 | 6,000 ₹1,02,600 |
| 7.00 | M&L for Use and waste of formwork to rough finished flat surface sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed. | 270 | Sqm | 260 ₹70,200 | 250 ₹67,500 | 200 ₹54,000 | 220 ₹59,400 | 188 ₹50,760 Lowest | 200 ₹54,000 | 200 ₹54,000 |
| 8.00 | M&L for fly ash brick work built in cm (1:6) of compressive strength not less than 75 Kg/Sqcm straight or curved on plan exceeding 6 mtr mean radius complete all as specified and directed. | 88.49 | Cum | 4,899 ₹4,33,512.51 | 6,200 ₹5,48,638 | 4,950 ₹4,38,025.5 | 4,950 ₹4,38,025.5 | 4,600 ₹4,07,054 | 4,550 ₹4,02,629.5 Lowest | 4,800 ₹4,24,752 |
| 9.00 | M&L for RCC design mix M-25 using 20mm graded stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 20.25 | Cum | 5,200 ₹1,05,300 | 6,000 ₹1,21,500 | 5,150 ₹1,04,287.5 | 5,100 ₹1,03,275 | 5,000 ₹1,01,250 Lowest | 5,200 ₹1,05,300 | 5,200 ₹1,05,300 |
| 10.00 | M&L for Rendering 15 mm thick on brick work or concrete surface in two coat 1st coat 10 mm thick with CM 1:6 2nd coat with 5 mm thick cm 1:4 finished fair& even without using extra cement surface complete all as specified and directed. | 1,349 | Sqm | 220 ₹2,96,780 | 250 ₹3,37,250 | 200 ₹2,69,800 | 225 ₹3,03,525 | 195 ₹2,63,055 Lowest | 230 ₹3,10,270 | 210 ₹2,83,290 |
Tender Value
₹38.8 L
EMD Value
₹77,680
Closing Date
27 Mar 2026, 6:00 pmClosed
GE (West) Jabalpur
Garrison Engineer (West) Jabalpur Supply Marg Post Box No. 54 Jabalpur Cantt-482001 (MP)
SPECIAL REPAIR TO MES YARD BOUNDARY WALL UNDER GE (WEST) JABALPUR
2026_MES_755357_1
9017/E8
Open Tender
Civil Works
Item Rate
180 days
GE (West) Jabalpur
As per tender documents
6 documents required · 6 mandatory
₹500
GE (West) Jabalpur
₹77,680
11 Aug 2026
6 Mar 2026
4 Apr 2026
7 Mar 2026
27 Mar 2026
20 Mar 2026
7 Mar 2026 - 15 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains ( exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 2.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 320.63 | Cum | - | - |
| - | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation & mass concrete complete all as specified and directed. | 29.07 | Cum | - | - |
| - | M&L for Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 240.92 | Sqm | - | - |
| - | M&L for RCC design mix M-25 using 20mm graded stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 105 | Cum | - | - |
| - | M&L for Use and waste of formwork to sides of rough finished flat surface pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 228 | Sqm | - | - |
| - | M&L for RCC design mix M-25 using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed. | 17.1 | Cum | - | - |
| - | M&L for Use and waste of formwork to rough finished flat surface sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed. | 270 | Sqm | - | - |
| - | M&L for fly ash brick work built in cm (1:6) of compressive strength not less than 75 Kg/Sqcm straight or curved on plan exceeding 6 mtr mean radius complete all as specified and directed. | 88.49 | Cum | - | - |
| - | M&L for RCC design mix M-25 using 20mm graded stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 20.25 | Cum | - | - |
| - | M&L for Rendering 15 mm thick on brick work or concrete surface in two coat 1st coat 10 mm thick with CM 1:6 2nd coat with 5 mm thick cm 1:4 finished fair& even without using extra cement surface complete all as specified and directed. | 1,349 | Sqm | - | - |
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