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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.3 LAdmitted-Finance B 87 SHAM NAGAR KHYALA ROAD NEW DELHI 110018 | WEST | DELHI | 110018 | ₹60.3 L | L1 | Admitted-Finance |
| 2 | L2₹66.2 LAdmitted-Finance MANEGAON CHAMPANAGAR KHAMARIA JABALPUR 482005 MP | JABALPUR | JABALPUR | MP | 482005 | ₹66.2 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical 2284 30 BAJRANG NAGAR VFJ ESTATE JABALPUR 482009 | JABALPUR | MADHYA PRADESH | 482009 | - | - | Rejected-Technical Found in order |
| Sl No | Description | Qty | Unit | ASHOKA ASSOCIATES L2 | New Era Engineers L1 |
|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars by mechanical machinary etc but excluding ashlar facings, dressed stonework & precast concrete articles complete all as specified and directed. | 4 | Cum | 260 ₹1,040 | 250 ₹1,000 |
| 2.00 | S&F for 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 directed. | 10 | Sqm | 450 ₹4,500 | 500 ₹5,000 |
| 3.00 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and directed | 280 | Cum | 260 ₹72,800 | 290 ₹81,200 |
| 4.00 | Excavating in trenches, exc 1.5m wide and n exc 3m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and directed | 6 | Cum | 350 ₹2,100 | 370 ₹2,220 |
| 5.00 | Removing excavated material n xc 50m and depositing where directed at a level n exc 1.5 m above 25 cm etc complete all as specified and directed | 25 | Cum | 180 ₹4,500 | 150 ₹3,750 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 270 | Cum | 120 ₹32,400 | 100 ₹27,000 |
| 7.00 | M & L for Cement concrete type D-2 1:4:8 (using 40mm graded aggregate) in foundation filling and mass concrete complete all as specified and directed. | 3.5 | Cum | 4,200 ₹14,700 | 5,000 ₹17,500 |
| 8.00 | M & L for Moorum filling/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 directed. | 10 | Cum | 1,450 ₹14,500 | 1,850 ₹18,500 |
| 9.00 | M & L for RCC (Design mix M-25) foundations, including rafts,footings foundation beams, plinth beams, bases of coloums etc. basement slabs, under ramed pies and mass concrete complete all as specified and directed.
Note:- Reinforcement shall be measured and paid separately under respective item. | 6 | Cum | 7,000 ₹42,000 | 10,500 ₹63,000 |
| 10.00 | M & L for RCC (design mix -25) coloumn pillar piers posts andstruts etc. Complete all as specified and directed.
Note:- Reinforcement shall be measured and paid separately under respective item. | 2 | Cum | 7,000 ₹14,000 | 10,500 ₹21,000 |
Updated dates
Tender Value
₹40.4 L
EMD Value
₹81,000
Closing Date
9 Apr 2026, 6:00 pmClosed
GE (P) No 1 Jabalpur
GE (P) No 1 Jabalpur
ADDITION ALTERATION AND SPECIAL REPAIR FOR AUGMENTATION OF FIRE FIGHTING SYSTEM ALONG WITH STATIC TANKS AT LONG PROOF RANGE KHAMARIA UNDER GE P NO 1 JABALPUR
2026_MES_755419_1
8580/KH/E8
Open Tender
Civil Works
180 days
Ridge Road
D, c (vi)
7 documents required · 7 mandatory
₹500
GE (P) No 1 Jabalpur
₹81,000
4 May 2026
6 Mar 2026
16 Apr 2026
6 Mar 2026
9 Apr 2026
20 Mar 2026
Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars by mechanical machinary etc but excluding ashlar facings, dressed stonework & precast concrete articles complete all as specified and directed.
S&F for 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 directed.
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and directed
Excavating in trenches, exc 1.5m wide and n exc 3m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and directed
Removing excavated material n xc 50m and depositing where directed at a level n exc 1.5 m above 25 cm etc complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.
M & L for Cement concrete type D-2 1:4:8 (using 40mm graded aggregate) in foundation filling and mass concrete complete all as specified and directed.
M & L for Moorum filling/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 directed.
M & L for RCC (Design mix M-25) foundations, including rafts,footings foundation beams, plinth beams, bases of coloums etc. basement slabs, under ramed pies and mass concrete complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately under respective item.
M & L for RCC (design mix -25) coloumn pillar piers posts andstruts etc. Complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately under respective item.
M & L for RCC (design mix -25) beams, cantiliver bressummers lintels over 1.5m span etc. Complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately under respective item.
M & L for RCC (design mixM-25) slabs supported on walls and bams and colums rood slabs etc.Complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately under respective item.
Use and waste of formwork to sides of foundations footing bases od coloum raft and raft beams sides and soffits (if any) of foundation and plinth beams and similiear work vertical. Complete all as specified and directed.
Use and waste of formwork to sides of pillars posts, strut pier coloum etc square or rectangular Complete all as specified and directed.
Use and waste of formwork to sides and siffites of floor or roof beams haunchings girders bressummers lintels cantilevers etc to plain sureface complete all as specified and directed.
Use and waste of formwork to suspended slab such as rood slabs floor complete all as specified and directed.
S&F mild steel TMT bar 10 mm dia and over, cut to length, bent to shape required incl cranking, bending and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed.
S&F mild steel TMT bar 5 mm dia and over upto and inlcluding 10 mm dia in stirrups, spacers and binders etc complete all as specified and directed
M&L for brick work with sub class 'B' Bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed
M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cm in 1:6 and finishish surface even and smooth without using extra cement complete all as specified and directed
M&L rendering 15mm thick in cement mortar 1:4 on fair faces / other than fare face of brick work ir concrete surfaces finished even and smooth without using extra cement Complete all as specified and directed.
Material & Labour dor preparation of new external surfaces od wall and applying two or more coats of 100% premium arcrylic emulsion paint having VOC less than 50 gm/liter and UV resistance as per IS 15489, 2004 Alkali & fungal resistance , dirt resistance exterior paint of reqd shade (Company Depot Tinted with silicon additive @ 1.43 ltiter/10 sqm over and incl priming coat of exterior primer applied @ 0.90liter/sqm over new surfaces over a coat of plaster of paris putty complete all as specified and directed.
S&F framed work such as grills grating etc with ends of bars shouldered and / or nveied, or forged into spikes framed guard bars barred iron door, ladders framed balusters walk ways railing framwork of water tanks and similar work conforming to Fe 290 Gde-E-165 complete all as specified and directed.
S&F 150mm long aluminium anodised barrel tower bolt and 12mm dia fixed complete all as specified and directed.
S&F 150mm long aluminium anodised handle cast type and fixed complete all as specified and directed.
S&F aluminium alloy anodised sliding door ball with hasp & staple (boil type) and length of 300 mm long etc. Complete all as specified and directed.
S & F of 100 mm long mild steel butt hinges, medium weight cold rolled complete all as specified and directed.
M&L for 75mm thick PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in plinth protection finished even snooth withour using extra cement complete all as specified and directed
M&L for non skid ceramic tiles 7 to 8 mm thick (square/ rectangular ) area of each tile exc 0.11 sqm but n.exc.18 sqm as in floors etc set and jointed in bneat cement slurry and pointed in white or coloured cement to match the surface over and incl 20 mm thick screed bed in cm 1:4 to recieve tiles complete all as specified and directed
M&L for preparation of new material surfaces of wall and applying oil emulsion with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gm/ liter of approve manufacturer of required shade and colour complete as per manufacturers specification two or more coats on new work over a coat of primer complete all as specified and directed.
S&F providing and fixig powder coated aluminium (min thickness of powder coating 50 micron) work for doors windows ventilators and partitions (fixed portions) with extruded built up standard tubular section/ appropriate Z section and other section of approved make conforming to IS 733 and IS 1285 fixing woth dash fastener of required dia and size incl necessary filing up the gaps at junction i.e at top bottom and sides with required dia and size, including necessary filling up the gaps at junction i.e at top bottom and sides with required dia and size incl necessary filing up the gaps at junction i.e at top bottom and sides with required EPDM rubber/neoprene gasket etc aluminium section shall be smooth rust free straing miltered and joint mechanically wherever required incl clear angle aluminium snap beading for glazing/ pameling CP brass/ stainless steel screws complete all as specified and directed.
S&F in repairs Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, Complete all as specified and directed. (Note: stainless steel butt hinges and necessary S S screws shall be paid separately)
S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65x125 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/ SS dash fasteners of required dia and length including fastenar of 100 mm long 10 mm dia complete all as specified and directed.
S & F for steel gauge i.e., panel will be wire gauge in view of double side plain PVC sheet panel the wire gauge shall be wrapped on a additional square 8 mm solid tube and the tube shall be welded to MS tube the wire gauge shall be stretched firmly factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20 mm width stuck inside width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for rail & bottom. Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site complete all as specified and directed.
S&F Galvanised mild steel wire cloth, 0.35mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed.
S&F 4 mm thick Sheet glass, ordinary quality and glazing with oil putty or wooden beads in squares of any size complete complete all as specified and directed.
Supply, installation, testing and commissioning of Fire Pump Electrically driven, Horizontal end Suction, centrifugal type confirming to IS – 12469 with CI Casing, Bronze Impeller and Stainless Steel Shaft mounted on heavy duty bearings Suitable for continuous operation with Range of Operation 0 % to 150 % of rated capacity for 440 Volts, 3 Phase, 50 Hz AC Supply, 2900 RPM, 2280 LPM discharge at 70m Head, with pressure of 3.5 KG / Sq.cm including PCC 1:2:4, Type B1 as in Foundation rate are inclusive of anti vibration pad , miounting frame nut, bolts, gaskets etc complete all as specified and directed.
Supply, installation, testing and commissioning of Fire Pump Diesel Engine driven, Horizontal end Suction, centrifugal type confirming to IS – 12469 with CI Casing, Bronze Impeller and Stainless Steel Shaft mounted on heavy duty bearings Suitable for continuous operation with Range of Operation 0 % to 150 % of rated capacity for 440 Volts, 3 Phase, 50 Hz AC Supply, 1800 RPM, 70m Head, 2280 LPM discharge with pressure of 3.5 KG / Sq.cm including 2 Nos of 12 Volts, 180 AH Batteries and PCC 1:2:4, Type B1 as in Foundation rate are inclusive of anti vibration pad , miounting frame nut, bolts, gaskets etc complete all as specified and directed.
Supply, installation, testing and commissioning of Jockey Pump, Horizontal end suction, Centrifugal type Confirming to IS – 12469 with CI Casing, Bronze Impeller and Stainless Steel Shaft mounted on heavy duty bearings suitable for automatic operation with non–over loading power characteristics for frequent Start / Stop operations suitable for 440 Volts, 3 Phase, 50 Hz, AC Supply, 180 LPM Discharge at 70 m Head with pressure of 7.0 KG / Sq.cmFoundation rate are inclusive of anti vibration pad , miounting frame nut, bolts, gaskets etc complete all as specified and directed.
Supply and fixing and testing of ISI Marked MS Pipe class 'B' and specials etcas per IS 1239 for under ground/laying or fixing on walls/roofs with supports for hydrant system including transportation provision of specials like bends tees reducers flanges etc welded in proper position incl thrust blocks in PCC 1:2:4 on all bends tees and junctions etc as required wrapping and coating conformating to IS 15337-2003 etc) providing tapping for pressure gauge and other instruments making holes/chasing in walls masonary, RCC slab if required testing, flushing & cleaning of pipe line by water & making good the same as original for 100 Dia complete all as specified and directed.
Supplying and laying 100 mm bore Ductile Iron Pressure Pipes, Centrifugally Cast [Spun], Class "K-9" with spigot and socket conforming to IS - 8329 in standard lengths with inside Cement Mortar Lining and Black Bitumen external coating and including necessary DI Specials & nitrile rubber gasket required complete all as specified and directed.
Supplying and laying 150 mm bore Ductile Iron Pressure Pipes, Centrifugally Cast [Spun], Class "K-9" with spigot and socket conforming to IS - 8329 in standard lengths with inside Cement Mortar Lining and Black Bitumen external coating and including necessary DI Specials & nitrile rubber gasket as required complete all as specified and directed.
Supplying, fixing and testing of cast iron Sluice valve PN1.6 as per IS-14846, body, dome, wedge-CI IS:210, rings -bronze IS:318, Spindle-SS IS:6603, Gland Paking greasy jute packing, fasteners-CS, Gasket- Natural rubber, nominal size DN-100 mm,both ends flanged , complete all as specified and directed. Note : Suitable size flanges, Joints and jointing materials shall be included under this item complete all as specified and directed.
Supplying, fixing and testing of cast iron Sluice valve PN1.6 as per IS-14846, body, dome, wedge-CI IS:210, rings -bronze IS:318, Spindle-SS IS:6603, Gland Paking greasy jute packing, fasteners-CS, Gasket- Natural rubber, nominal size DN-150 mm,both ends flanged , complete all as specified and directed. Note : Suitable size flanges, Joints and jointing materials shall be included under this item complete all as specified and directed.
Supply and fixing of ISI Marked cast iron doube flanged Non return valve 100mm dia as per IS 5312 part I including transporting to worksite, supply & fixing nuts, bolts gaskets, flanges & washers etc including testing complete all as specified and directed.
S & F Foot Valve, Cast Iron Body, 100mm bore with Flanged ends of any pattern with Bypass Arrangement and Confirming to IS – 4038, ISI Marked including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and directed.
Supply and fix stainer Y type confirming to IS size 100mm (4") dia complete all as specified and directed.
Supply, fixing & laying GI tubing medium grade 50 mm bore GI pipe with one socket both end threaded in any length including cutting threading connection in new or old position and all type of GI new fittings for laid in trenches/wall/ceiling/ floor/ complete all as specified and directed.
Supply and fixing of ISI Marked single headed 63mm dia gunmetal Landing Valve flanged inlet with 63mm female instantaneous outlet type A confirming to IS 5290 on the fire wet riser/down comer including making 80 NB Pipe connection with riser fixing the landing valves in proper positions including supply of nuts bolts gaskets caps chains ets testing the hydrant and completion the work in complete all as specified and directed.
Supply and fix fire hydrant stand post with provn of single outlet conforming to IS 908 complete all as specified and directed.
Supply and fix hose Pipe 01x30 Meter length 63 mm dia as per IS 884 including Nozzle , coupling all fitting accessories required at site Hose pipe shall be rubber lines woven jacketed and 63mm in diameter.They shall conform to type-2 (Reinforced rubber lined) of IS:639-1979. The hose shall be sufficiently flexible and capable of being rolled.Each run of hose pipe shall be complete with necessary coupling at the ends to matchwith the landing valve or with another run hose pipe or with Branch pipe. The couplings shall be of instantaneous spring lock type. Branch pipe shall be of gunmetal 63mm dia and be complete with male instantaneous spring lock type coupling for connection to the hose pipe. The branch pipe shall be externally threaded to receive the nozzle. The nozzle shall be of copper or gunmetal, 20mm in internal diameter. Thescrew threads at the inlet connection shall match with the threading on the branch pipe,the inlet end shall have a hexagonal head to facilitate screwing of the nozzle on to the branch pipe with nozzle spanner.End couplings, branch pipes, and nozzles shall conform to IS:903-1985, two hoses of 15 mtr. Lengths with couplings shall be provided with each external (yard) hydrant. One nozzle and one branch pipe with coupling shall be provided with each yard hudrant complete all as specified and directed.
Supply and fix hose box for keeping 02x 15 mtr or 01x 30 mtr length hose pipe, nozzle, coupling etc of 18 gauge MS Sheet 800mm X 600mm X 250mm with double door with 4 mm thick glasses and door frame made of 16 gauge MS sheet painted fire red out side and brilliant white inside yard complete all as specified and directed. Note : The external fire hose cabinet to accommodate the hose pipes, branch pipe nozzle and the hydrant outlets shall be fabricated from 1.5m sheet steel. This shall be lockable and provided with center opening glazed doors. The support for hose cabinet shall be of brick work up to a height of 0.5m above ground level. The depth of footing for this support shall be minimum 50cm below ground level,resting on leveling course of minimum 10cm of PCC (1:5:6). The brick work shall beplastered in cement mortar (1:6). The hose cabinet shall be painted red and stove enameled. Note : PCC Wk reqd will be paid seperately in respective item of schedule.
S & F for Pressure guage dail type incuding valve , range 0-21 kg/cm2 rating complete all as specified and directed
S & F for Pressure switch universal type suitable for fire fighting pumps complete all as specified and directed
Material & Labour for earthing complete with galvanised steel earth plate electrode 600X600X6mm thick buried directly in ground (Earth pit not less than 2.25 mtr deep below the ground level with top edge of earth plate not less than 1.5 mtr below normal ground level) connected to galvanised earth strip 32x6 mm as earthing lead by means of bolts, nuts, check nuts and washers of GI or steel complete as shown in electrical plate No 3 of SSR-2009 (Part-I) including charcoal dust common salt, 20mm bore GI medium grade watering pipe with funnel along with wire mesh, including 40mm dia GI pipe medium grade [Minimum 5 m in length] for protection of GI earth wire, including PCC pit 1:2:4 type B-1 using 20mm graded crushed stone aggregate with angle iron 40X40X5mm frame 60mm thick RCC cover with 8mm dia TMT steel bars spacing @ 100 mm centre to centre both ways i.e. horizontal and vertical complete all as directed by Engineer-in-charge and testing for required value complete all as specified and directed. Note:- If earth resistance of earthing is not found satisfactory it will be redone by the contractor on his risk and cost.
Taking out old unserviceable fire hydrants of both single head and double head of size 63mm dia complete all as specified and directed.
Taking out old unserviceable fire hydrant post and stopping water flow by using end plug/ end cap complete all as specified and directed.
Deduct schedule of credit amount Rs. 6,050.00 to be deducted during AOC
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