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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC HOUSE NO 70 SAGE HARITAGE PHASE 1 BAWARIYA KALAN BHOPAL MP 462026 | BHOPAL | MADHYA PRADESH | 462026 | L1 | Accepted-AOC L1 bidder lowest | |
| 2 | L2₹41.4 L+₹5.0 L (13.7%)Rejected-Finance 950 1 GF DEVRAJ BUILDING NAPIER TOWN NAVEEN VIDHYABHAWAN ROAD DAYANAND SARASWATI WARD JABALPUR M P 482001 | JABALPUR | MADHYA PRADESH | 482001 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹47.8 L+₹11.4 L (31.4%)Rejected-Finance 116 JAI BHEEM NAGAR POLIPATHAR GWARIGHAT ROAD JABALPUR MP 482008 | JABALPUR | MADHYA PRADESH | 482008 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹49.8 L+₹13.4 L (36.9%)Rejected-Finance HDLX 31 JASUJA CITY JABALPUR MP 482003 | JABALPUR | MADHYA PRADESH | 482003 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹75.0 L+₹38.6 L (106.0%)Rejected-Finance 2284 30 BAJRANG NAGAR VFJ ESTATE JABALPUR 482009 | JABALPUR | MADHYA PRADESH | 482009 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S Modern builders L3 | DOBARIA BUILDCON L2 | ANAMIKA CONSTRUCTION L4 | RAGHAVAY CORPORATION L1 | SHRI KRISHNA CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.0 m, complete all as specified and as directed. | 370 | Cum | 120 ₹44,400 Lowest | 400 ₹1,48,000 | 144 ₹53,280 | 149.25 ₹55,222.5 | 500 ₹1,85,000 |
| 2.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., n exc. 1.5 m high from base complete all as specified and as directed. | 200 | Cum | 80 ₹16,000 | 170 ₹34,000 | 54 ₹10,800 Lowest | 126 ₹25,200 | 500 ₹1,00,000 |
| 3.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., exc. 1.5 m but n exc 3.0 m high from base complete all as specified and as directed. | 200 | Cum | 110 ₹22,000 | 200 ₹40,000 | 63 ₹12,600 Lowest | 249.75 ₹49,950 | 500 ₹1,00,000 |
| 4.00 | M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 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 as directed. | 120 | Cum | 130 ₹15,600 Lowest | 250 ₹30,000 | 154 ₹18,480 | 171 ₹20,520 | 500 ₹60,000 |
| 5.00 | M&L for filling coarse filler of gravel/stone aggregate over traverse of size 10 mm to 12.50 mm upto height of 3.00 mtr spreading and levelling in layers n exc 25 cm thick well ramming including watering as required complete all as specified and as directed. | 230 | Cum | 3,500 ₹8,05,000 | 1,300 ₹2,99,000 | 1,440 ₹3,31,200 | 742.5 ₹1,70,775 Lowest | 2,000 ₹4,60,000 |
| 6.00 | M&L for filling of sand with mixed with cement in ratio of 1 : 12 ,spread over traverse upto height of 3.00 mtr spreading and levelling in layers n exc 25 cm thick as required slope well ramming including watering as required complete all as specified and as directed. | 230 | Cum | 3,500 ₹8,05,000 | 2,600 ₹5,98,000 | 1,800 ₹4,14,000 | 1,770 ₹4,07,100 Lowest | 3,000 ₹6,90,000 |
| 7.00 | M&L for excavating in hard and dense soil in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. Or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting outetc complete all as specified and as directed. | 120 | Cum | 250 ₹30,000 Lowest | 250 ₹30,000 Lowest | 250 ₹30,000 Lowest | 506.25 ₹60,750 | 1,500 ₹1,80,000 |
| 8.00 | M & L for stone boulder pitching with random rubble including grouting with cement sand mortar 1:6 as in required slope complete all as specified and directed. | 710 | Cum | 2,500 ₹17,75,000 | 2,100 ₹14,91,000 Lowest | 4,000 ₹28,40,000 | 2,263.5 ₹16,07,085 | 5,000 ₹35,50,000 |
| 9.00 | M&L for cement concrete Type D2 1:4:8 (40mm graded aggregate) in foundations, filling and mass concrete etc complete all as specified and as directed. | 35 | Cum | 3,000 ₹1,05,000 | 4,300 ₹1,50,500 | 2,700 ₹94,500 Lowest | 3,600 ₹1,26,000 | 7,000 ₹2,45,000 |
| 10.00 | M&L for brickwork with fly ash old sized bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 etc complete all as specified and as directed. | 15 | Cum | 4,850 ₹72,750 | 6,000 ₹90,000 | 5,200 ₹78,000 | 4,100 ₹61,500 Lowest | 5,000 ₹75,000 |
Tender Value
₹43.6 L
EMD Value
₹87,180
Closing Date
11 Feb 2026, 6:00 pmClosed
GE (West) Jabalpur
Garrison Engineer (West) Jabalpur Supply Marg Post Box No. 54 Jabalpur Cantt-482001 (MP)
PROVN OF RAIN WATER HARVESTING NEAR BHAIRO LAKE AT OFFRS MESS UNDER GE (WEST) JABALPUR
2026_MES_749431_1
8992/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
₹87,180
17 Jun 2026
21 Jan 2026
18 Feb 2026
22 Jan 2026
11 Feb 2026
4 Feb 2026
22 Jan 2026 - 30 Jan 2026
M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.0 m, complete all as specified and as directed.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., n exc. 1.5 m high from base complete all as specified and as directed.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., exc. 1.5 m but n exc 3.0 m high from base complete all as specified and as directed.
M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 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 as directed.
M&L for filling coarse filler of gravel/stone aggregate over traverse of size 10 mm to 12.50 mm upto height of 3.00 mtr spreading and levelling in layers n exc 25 cm thick well ramming including watering as required complete all as specified and as directed.
M&L for filling of sand with mixed with cement in ratio of 1 : 12 ,spread over traverse upto height of 3.00 mtr spreading and levelling in layers n exc 25 cm thick as required slope well ramming including watering as required complete all as specified and as directed.
M&L for excavating in hard and dense soil in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. Or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting outetc complete all as specified and as directed.
M & L for stone boulder pitching with random rubble including grouting with cement sand mortar 1:6 as in required slope complete all as specified and directed.
M&L for cement concrete Type D2 1:4:8 (40mm graded aggregate) in foundations, filling and mass concrete etc complete all as specified and as directed.
M&L for brickwork with fly ash old sized bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 etc complete all as specified and as directed.
M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4.etc complete all as specified and as directed.
M&L for Formwork to curved surface 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.
M&L for formwork curved surface flat rough finished surface faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed.
M&L for mild steel TMT bars 6 to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M & L for mild steel TMT bars of 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Gd I, IS-432 Part I complete all as specified and as directed.
M&L for RCC M-25 (Design Mix ) 20 mmm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.
M&L for RCC M-25 (Design Mix ) 20 mmm graded stone aggregate as 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.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. etc complete all as specified and as directed.
M&L for removing excavated soil exc. 250 m but n exc. 500 m and depositing where complete all as specified and as directed.
M&L for Cement concrete of type C2 (1:3:6)40 MM graded aggregate in surface channels and drains etc complete all as specified and as directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped endsetc complete all as specified and as directed.
M&L for Reinforced concrete pipes of bore dia 450 mm, class NP3, laid and jointed complete with collars complete all as specified and as directed.
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