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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹46.0 L+₹5.7 L (14.1%)Rejected-Finance 21 GURUKRIPA PATIL LAYOUT GOPLA NAGAR NAGPUR 440022 | NAGPUR | NAGPUR | MAHARASHTRA | 440022 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹48.6 L+₹8.3 L (20.5%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹48.7 L+₹8.4 L (20.9%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹49.3 L+₹9.0 L (22.3%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/s M.G. Hargunani L4 | Asha Enterprises L2 | M/s B S Jain L5 | DE PRETTY AND CO L3 | MIRZA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep in soft /loose soil including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrown roots, and trees not exceeding 30 cm girth complete all as specified and as directed. | 450 | Sqm | 26 ₹11,700 | 25 ₹11,250 Lowest | 35 ₹15,750 | 25 ₹11,250 Lowest | 38 ₹17,100 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, soft/loose soil complete all as specified and as directed. | 60 | Each | 267 ₹16,020 | 260 ₹15,600 | 263 ₹15,780 | 297 ₹17,820 | 212.5 ₹12,750 Lowest |
| 3.00 | Excavation in trenches n exc 1.5m in deepth and 1.5m in width and getting out in soft/loose soil complete all as specified and directed. | 26.19 | Cum | 267 ₹6,992.73 | 250 ₹6,547.5 Lowest | 264 ₹6,914.16 | 253 ₹6,626.07 | 425 ₹11,130.75 |
| 4.00 | Excavation in trenches n exc 1.5m in deepth and 1.5m in width and getting out in hard/dense soil complete all as specified and directed. | 18.9 | Cum | 290 ₹5,481 | 275 ₹5,197.5 Lowest | 279 ₹5,273.1 | 290 ₹5,481 | 552.5 ₹10,442.25 |
| 5.00 | M&L for Excavating over areas, n exc 1.5 m deep and getting out soft/loose soil complete all as specified and as directed. | 40 | Cum | 293 ₹11,720 | 275 ₹11,000 Lowest | 306 ₹12,240 | 279 ₹11,160 | 612 ₹24,480 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm with soft/ loose soil complete all as specified and as directed. | 35.65 | Cum | 94 ₹3,351.1 Lowest | 100 ₹3,565 | 120 ₹4,278 | 105 ₹3,743.25 | 102 ₹3,636.3 |
| 7.00 | Removing excavated material n exc. 50m and depositing where directed at a level n. exc 1.50m from staring level complete all as specified and as directed. | 49.44 | Cum | 320 ₹15,820.8 | 300 ₹14,832 | 320 ₹15,820.8 | 343 ₹16,957.92 | 110.5 ₹5,463.12 Lowest |
| 8.00 | M&L for Sand filling under floorings/pavement spread and levelled in layers n.exc 15cm thick complete including watering and consolidation complete all as specified and as directed. | 25 | Cum | 3,077 ₹76,925 | 3,000 ₹75,000 | 2,850 ₹71,250 | 3,038 ₹75,950 | 1,487.5 ₹37,187.5 Lowest |
| 9.00 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. | 84.38 | Cum | 970 ₹81,848.6 | 950 ₹80,161 | 1,100 ₹92,818 | 1,001 ₹84,464.38 | 824.5 ₹69,571.31 Lowest |
| 10.00 | M&L for hardcore of gauge not exceeding 63mm (Broken stone or boulders) ,deposited, spred and levelled in layer not exceeding 15cm thick, watered and rammed to true surface complete all as specified and as directed. | 65 | Cum | 2,250 ₹1,46,250 | 2,200 ₹1,43,000 | 2,125 ₹1,38,125 | 2,257 ₹1,46,705 | 1,572.5 ₹1,02,212.5 Lowest |
Tender Value
₹46.2 L
EMD Value
₹92,320
Closing Date
27 Oct 2025, 6:00 pmClosed
Garrison Engineer
Military Engineer Services, Garrison Engineer, Cantt Area, Kamptee 441001
PRON OF OPEN SHED FOR PARADE CUM ENROLLING SHED AT ARO COMPLEX AT FORT AREA KAMPTEE, AND PROVISION OF MT SHED (45M X 10M) AT FORT AREA NAGPUR UNDER GE KAMPTEE
2025_MES_733756_1
8819/E8
Open Tender
Civil Works
Item Rate
180 days
Nagpur
All as per NIT
8 documents required · 8 mandatory
₹500
Yes
GE Kamptee
₹92,320
Yes
29 Nov 2025
6 Oct 2025
29 Oct 2025
6 Oct 2025
27 Oct 2025
20 Oct 2025
Surface dressing n.exc 15 cm deep in soft /loose soil including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrown roots, and trees not exceeding 30 cm girth complete all as specified and as directed.
Excavation in trenches n exc 1.5m in deepth and 1.5m in width and getting out in soft/loose soil complete all as specified and directed.
Excavation in trenches n exc 1.5m in deepth and 1.5m in width and getting out in hard/dense soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm with soft/ loose soil complete all as specified and as directed.
Removing excavated material n exc. 50m and depositing where directed at a level n. exc 1.50m from staring level complete all as specified and as directed.
M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.
M&L for Plain cement concrete in foundation filling type B-2 1:2:4 (40mm graded aggregate) and mass concrete complete all as specified and as directed.
M&L for Plain Cement concrete Type D2 1:4:8 (40mm graded aggregate) as in sub bases/pavings complete all as specified and directed.
M&L for PCC 1:3:6 type C1 using 20mm graded stone aggregate as in coping including weathering, throating and necessary formwork complete all as specified and directed.
M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240 etc conforming to IS 1161-1979 grade Fe 410-W (Gde- E- 250) quality complete all as specified and directed
M&L for Steel work in Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to I.S. 1161-1979 grade St.-240 etc conforming to IS 1161-1979 grade Fe 410-W (Gde- E- 250) quality complete all as specified and directed.
M&L for Machine pressed precast conctete interlocking paver block colour glessy finished rubber pressed any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade ® with Grey cement and pigment complete all as specified and as directed.
M&L for Machine pressed precast conctete interlocking paver block colour glessy finished rubber pressed any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade ® with Grey cement and pigment complete all as specified and as directed.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment grade Fe 410-W (Gde- E-250) A quality complete all as specified and directed.
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
M&L for preparation of new steel surfaces of any description over 10 cm width or girth & applying two coats synthetic enamel paint complete all as specified and as directed.
S&F in repairs PVC (SWR) 110 mm bore of pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.
M&L for brick with fly ash brick old size straight of curved on plan exc. 6m mean radius built in CM 1:6 complete all as specified and as directed.
M&L for Rendering 15mm thick in cement mortar 1:6, finished even and smooth without using extra cement complete all as specified and as directed.
M&L for preparation newly plastered surfaces of walls and applying two coats of cement base paint complete all as specified and as directed.
All as per item No 28 here-in-before but with cable size 4 Sq mm for one 5 pin 16 Amps socket out let on independent board and multistrand insulated copper earth continuity conductor of size 2.5 sqmm all as specified and directed.
S&F modular switch piano flush type 16 Amps single pole one way, one module, complete all as specified and directed.
S&F modular step type, 2 module electronic fan regulator heavy duty fivesteps, 120watts 240 volts, complete all as specified and directed.
S&F LED tube light fitting 20 watt, 4 feet (cool/warm white), surface / wall mounted with polycarbonate housing, high optically efficient polycarbonate diffuser, CRI ≥ 80, PF ≥ 0.95, lumen output ≥ 2000 Lm, Colour temp 3000/6500K, luminous efficiency > 100 Lm/watt, electrical insulation class 1, operating voltage 140-270, THD <20%, Surge protection 2.5 KV, 50000 burning hrs (min), complete all as specified and directed.
M&L for sub main wiring with two single core PVC FRLSH insulated unsheathed stranded copper conductor and earth wire 1100 volt grade and drawing into PVC conduit not less than 20 mm medium grade concealed in wall of the size 2x1.5 Sqmm with earth wire of 1x1.5 Sqmm complete all as specified and directed.
S&F MCCB 125 Amps with sheet metal enclosure, MCCB ,4 Pole, 50Hz , Icu= 36 KA at 415 volts, with thermal magnetic release & Ics=100% Icu with adjustable over load setting (minimum 80% to 100%) complete all as specified and directed.
S&F miniature circuit breaker (MCB) single pole of capacity 63 Amps rating 240V, 10KA 'C' curve and current carrying capacity in the MCB DB complete with connection testing and commissioning complete all as specified and directed.
Supply and fixing MCCB 160 with sheet metal enclosure, 4 Pole, 50 Hz, lcu= 25 kA at 415 volts with thermal magnetic release & lcs= 100% lcu with adjustable overload setting (minimum 80% to 100%) complete all as specified and directed.
Supply and fix Double wall corrugated High Density Polymer Ethyl(HDPE) pipe for laying of electric cable of size 50 mm outer diameter and 38 mm inner diameter with IS 14930 (part 2) 2001 and 6mm thickness laid in trenches(Including cutting of roads or any others hard surfaces and making good disturbed surfaces) , wall, poles including jointer and other connected accessories complete all as specified and directed.
Supply and laying in trenches or fixing in walls / poles or drawing through pipe XLPE insulated, screened,PVC bedded, galvanised steel strip or wire armoured,electric power cables ( heavy duty) with aluminium conductor, 1100 volts, grade cross sectional area 16 sq mm,4 core including testing after laid and jointed complete all as specified and directed.
M&L for Earthing Complete with galvanised steel earth plate electrode 60cmx60cmx6mm thick burried directly in ground vertically to a depth not less than 2.5 metre below ground level with top edge of the earth plate at a depth not less than 1.5 mtr below ground level earth plate surrounded from all sides by 15cm thick packed layer of charcoal dust and common salt filling in alternate layers and electrode connection by using GI wire 4 mm by means of bolts, nuts, check nuts and washers made of galvanised iron and thimbles and other end of the earth wire connected to main switch board protected by galvanised iron medium grade pipe 40mm bore in wall/floor/and GI Pipe 20 mm bore light grade for watering with funnel and wire mesh PCC chamber in cement concrete 1:3:6 type C-2 and RCC pit cover including necessary excavation and earth work in any type of soil, returning slurry approved soil and disposed of surplus soil to a distance not exceeding 50 Mtr away all as shown in electrical plate No 3 of SSR 2009 ( Part-I). Notes :- (a) The unit rate shall include for GI protection pipe, GI watering pipe, wire mesh, funnel and excavation, RCC pit cover, test point, galvanised iron strip from top of earth plate upto 7.5 metres above ground level and if GI protection pipe is less than 7.5 metres, no price adjustment shall be made. (b) PCC pit shall be provided at least 50cm away from the earth pit and not just on the earth pit and extra cost of additional length of water pipes and fittings, junction, elbow etc shall be deemed to be included in the unit rate. (c) If the testing result of earthing work is not found satisfactory then the contractor shall do another earthing work at his own cost and nothing shall be permissible on this account.
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