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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC | ₹29.8 L | L1 | Accepted-AOC L1 Bidder and quoted rates are reasonable. |
| 2 | L2₹31.8 LRejected-Finance MAHALAXMI ENCLAVE OPPOSITE SLP COLLEGE MORAR GWALIOR MP | GWALIOR | GWALIOR | MADHYA PRADESH | ₹31.8 L | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹32.8 LRejected-Finance 23 A MORAR ENCLAVE GOLA KA MANDIR MORAR GWALIOR MP 474005 | GWALIOR | GWALIOR | MP | 474005 | ₹32.8 L | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹34.5 LRejected-Finance RAVI KIRAN MARKET JIWAJI CHOWK BADA LASHKAR GWALIOR M P 474001 | GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹34.5 L | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹35.9 LRejected-Finance HOUSE NO 03 RAGHAV PURAM MALL ROAD MORAR GWALIOR MP | GWALIOR | MADHYA PRADESH | 474001 | ₹35.9 L | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M.S. ENGINEERS L2 | MAHARAJ KUNWAR SAHAB CONSTRUCTION L1 | M/s. Ravi and brothers L5 | RAVINDRA SALES L4 | M/S SANJAY AGARWAL L8 | M/s Himgiri construction L7 | M/S Rajeev Construction L3 | BEHL CONSTRUCTION CO L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n. exc 15cm deep and averaging 15cm deep and getting out in hard/dense soil | 1,460.28 | Sqm | 15 ₹21,904.20 | 90 ₹1.3 L | 25 ₹36,507 | 60 ₹87,616.80 | 50 ₹73,014 | 30 ₹43,808.40 | 20 ₹29,205.60 | 20 ₹29,205.60 |
| 2.00 | Earth work in excavation 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 1.5m, as directed by Engineer-in charge | 171.26 | Cum | 150 ₹25,689 | 200 ₹34,252 | 190 ₹32,539.40 | 350 ₹59,941 | 300 ₹51,378 | 275 ₹47,096.50 | 150 ₹25,689 | 220 ₹37,677.20 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m 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 1.5m, as directed by Engineer-in charge | 108.04 | Cum | 200 ₹21,608 | 250 ₹27,010 | 300 ₹32,412 | 350 ₹37,814 | 350 ₹37,814 | 500 ₹54,020 | 150 ₹16,206 | 210 ₹22,688.40 |
| 4.00 | M&L Boring hole in rainwater harvesting pit in any type of soil of 550mm bore etc complete all as specified | 104 | RM | 700 ₹72,800 | 1,250 ₹1.3 L | 800 ₹83,200 | 1,500 ₹1.6 L | 2,500 ₹2.6 L | 2,500 ₹2.6 L | 1,950 ₹2.0 L | 1,400 ₹1.5 L |
| 5.00 | S&F 150mm Bore dia PVC/ HDPE pipe in bore hole complete all as specified and directed | 1,353.87 | RM | 800 ₹10.8 L | 570 ₹7.7 L | 950 ₹12.9 L | 650 ₹8.8 L | 1,150 ₹15.6 L | 1,150 ₹15.6 L | 800 ₹10.8 L | 1,150 ₹15.6 L |
| 6.00 | S&F 150mm Bore dia perforated/slotted PVC/ HDPE pipe in bore hole complete all as specified and directed | 24 | RM | 850 ₹20,400 | 600 ₹14,400 | 1,100 ₹26,400 | 700 ₹16,800 | 1,300 ₹31,200 | 1,500 ₹36,000 | 800 ₹19,200 | 1,400 ₹33,600 |
| 7.00 | M&L stone aggregate gravel of gauge 3.60 mm, complete all as specified.. | 22.86 | Cum | 850 ₹19,431 | 720 ₹16,459.20 | 1,000 ₹22,860 | 3,000 ₹68,580 | 3,000 ₹68,580 | 2,250 ₹51,435 | 1,000 ₹22,860 | 2,250 ₹51,435 |
| 8.00 | M&L cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified. | 11.48 | Cum | 4,000 ₹45,920 | 5,000 ₹57,400 | 4,500 ₹51,660 | 5,500 ₹63,140 | 7,000 ₹80,360 | 6,800 ₹78,064 | 4,200 ₹48,216 | 6,200 ₹71,176 |
| 9.00 | M&L 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; verticle or to batter with rough finish flat surface. | 34.32 | Sqm | 250 ₹8,580 | 400 ₹13,728 | 300 ₹10,296 | 350 ₹12,012 | 350 ₹12,012 | 400 ₹13,728 | 300 ₹10,296 | 900 ₹30,888 |
| 10.00 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire 0.9 mm dia. | 5,960 | KG | 100 ₹6.0 L | 100 ₹6.0 L | 90 ₹5.4 L | 95 ₹5.7 L | 130 ₹7.7 L | 125 ₹7.5 L | 115 ₹6.9 L | 110 ₹6.6 L |
Updated dates
Tender Value
₹47.6 L
EMD Value
₹95,160
Closing Date
26 Mar 2026, 6:00 pmClosed
Garrison Engineer Gwalior
Garrison Engineer Gwalior Morar Cantt
PROVN OF CHANNELIZING OF RAIN WATER AND RECHARGING GROUND WATER AT VARIOUS LOCATIONS UNDER AGE B/R-I AT GE GWALIOR.
2026_MES_754471_1
8286/GWL/E8
Open Tender
Civil Works
180 days
Garrison Engineer Gwalior
Please ref tender documents
9 documents required · 9 mandatory
₹500
Garrison Engineer Gwalior
₹95,160
Yes
15 Jun 2026
26 Feb 2026
30 Mar 2026
26 Feb 2026
26 Mar 2026
13 Mar 2026
Surface dressing n. exc 15cm deep and averaging 15cm deep and getting out in hard/dense soil
Earth work in excavation 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 1.5m, as directed by Engineer-in charge
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m 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 1.5m, as directed by Engineer-in charge
M&L Boring hole in rainwater harvesting pit in any type of soil of 550mm bore etc complete all as specified
S&F 150mm Bore dia PVC/ HDPE pipe in bore hole complete all as specified and directed
S&F 150mm Bore dia perforated/slotted PVC/ HDPE pipe in bore hole complete all as specified and directed
M&L stone aggregate gravel of gauge 3.60 mm, complete all as specified..
M&L cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified.
M&L 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; verticle or to batter with rough finish flat surface.
M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire 0.9 mm dia.
M&L RCC M-30 (Design mix) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete
M&L form work (rough finished) to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttressess etc vertical or to batter.
M&L cement concrete M-30 (design mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls, and the like any thickness above top of footing incluidng attached pillaster and buttresses.
M&L rendering 15mm thick on fair faces of brick work /concrete surface in CM 1:6 using liquid water proofing compound by weight or cement as per manufacture instruction and finishing even and smooth without using extra cement all as specified
Supply only liquid integral water proofing compound
M&L Hardcore of broken stone of gauge 40to 60mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified..
M&L broken stone aggregate of gauge 3 to 10 mm, complete all as specified.
M&L sand filling under floor (Coarse Sand) on in foundation in layers not exceeding 25cm each layer including watering and well ramming complete all as specified.
S & F mild steel plates (plain or chequred) channels, square cut or notched (ordinary and counter sunk) forming holes, riveted, bolted or welded attachment complete all as specified and as directed conforming to Fe-410 W
Preparation of new steel surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer.
S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors dia of pipe 150 mm
S&F 100 mm dia vent PVC (SWR) pipe 600mm long, bent to shape, with fittings as vent pipe.
M&L for brickwork with subclass 'B' bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed
M&L form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick finish with rough finish flat surface.
M&L for RCC M-25 (design mix) using 20mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as directed.
Pre-cast Reinforced cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in manhole covers and set in cement mortar (1:4) including form work complete all as specified.
Removing excavated material to a distance exc 50 m and n.exc 100 m and depositing where directed at a level n exc 1.5 m above the starting point
S&F cast iron work grade FG 150, unmachined, in brackets, guuly traps, gratings railing frames,manhole covers, fire and soot doors, dampers, stop valves boxes, gate stops, part of ranges, balusters ans similar articles all as specified and directed.
Excavating 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 getting out etc as in any type of soil complete all as specified and as directed.
M&L for cement concrete bed 1:4:8 type D2 to 150 mm dia drain pipes including forming cradles complete all as specified and directed.
Returning, filling in ,including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in any type of soil complete all as specified and directed.
M&L for brick work with sub class 'B' bricks (old size) straight or curved on plan, exc. 6m mean radius or cement concrete, built in cement mortar 1:4 as in manholes, septic tanks, soakage pits, drain etc in any position complete all as specified and directed.
M&L for 15 mm thick rendering in cement mortar on fair faces of brick work or concrete surfaces in cement mortar (1:4) surface finished even and smooth, complete all as specified and directed.
M&L cement concrete in foundations, filling and mass concrete 1:4:8 type D2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for providing, cement concrete 1:2:4 type B1 using 20mm graded in roof kerbs or mud stops, rounded or chamfered in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed platescomplete all as specified and directed.
M&L for Mild TMT steel bars 6mm to 8mm, 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.
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