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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹9.6 Cr
EMD Value
₹8.1 L
Closing Date
16 Dec 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer Jabalpur Zone
HQ Chief Engineer Jabalpur Zone Ridge Road Jabalpur Cantt 482001
PROVN OF TRAINING SHEDS AND PHYSICAL TRAINING SHEDS AT GOPALPUR MIL STN
2025_MES_728238_2
752993A PROVN OF TRAINING SHEDS AND PHYSICAL TRAINING SHEDS AT GOPALPUR MIL STN
Open Tender
Civil Works
Lump-sum
460 days
GOPALPUR
AS PER NIT
6 documents required · 6 mandatory
₹3,000
GE I Gopalpur-on-Sea
₹8.1 L
Yes
15 Dec 2025
25 Nov 2025
23 Dec 2025
25 Nov 2025
16 Dec 2025
9 Dec 2025
Item No 10 : Supply and installation of galvanized steel high mast lighting system of 12.5 mtr in two section, 3mm section thickness, top dia 1500mm, bottom dia 340 mm, with 2/3 wire rope system and its accessories system is suitable for leading 04 Nos 50 to 100 W LED lights
Item no 1(a): All as per item no 01 above as per drgs at 'list of Drg Part-A'
Item no 1(b): All as per item no 01 above as per drgs at 'list of Drg Part-B'
Item no 1(c): All as per item no 01 above as per drgs at 'list of Drg Part-B' with Aerobic steps.
Item no 2(a): All as per item no 02 above as per drgs at 'list of Drg Part-A'
Sch 'A' Part-II (Internal Electrification) Lump sum price worked out by the contractor for 'Internal Electrification' as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES.
Sch 'A' Part-III (External Electrical Supply) Lump sum price worked out by the contractor for 'External Electrifical Supply' as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES.
Sch 'A' Part-IV (Road Path Culvert) Lump sum price worked out by the contractor for 'Road Path Culvert', excavation & earth works' as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES.
Sch 'A' Part-V (Area Drainage) Lump sum price worked out by the contractor for 'Area Drainage' as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES.
w ground level connected to galvenised earth lead wire of 4 mm dia by means of nuts, bolts, washes of galvanized iron or steel all as shown in electrical plate No 3 and testing on completion including adequate charcoal dust comman salt necessary excavation & earth work PCC(1:3:6) type C-1 pit with precast RCC Cover slab 40 mm thick in PCC(1:2:4) type B-1 reinforced with 6 mm dia MS bars @ 100 mm c/c both ways with funnel wire mesh and 20 mm dia GI pipe medium grade as watering pipe and 15 mm dia GI pipe for protection of GI wire up to 7.5 mtr connected to earthing point complete all as specified and as directed.
Item No 03 : S & F modular MCB protected socket comprising of 24A MCB C curve, and 16/20 A Socket for air circulation fan, modular switch 16 A complete with Sheet metal Enclosure for 230 volt 50 Hz AC including all acessories as one complete set all as specified and as directed
Item No 04 : Supply and fixing AIr circulation wall fans 600 mm sweep 230 V, Min air delivery 280 CMM, Speed 1380 RPM, Noise level 60-65 DB, feauture of aerodinamically designed and balanced blades complete with service value 6.0 BEE. Five Noise star rated with complete fixing arrangements all as specified and as directed by Engineer-in Charge Note circuit wiring 2.5 sqmm catered in item no 2 as specified above.
Item No 05 : M & L for earthing complete with galvanized earth plate electrode 600mmx 600mm x 6mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below ground level) with top edge of the plate not less than 1.5mtr belo
Item No 06 :S& F new generation LED Highbay of capacity 80 watt with aluminium PDC from housing and toughened glass to ensure IP 66 luminous efficay not less than 130 lm/w and including hanging arrangement from the ceiling at any height. LED Chip, Driver and Housing should of same make etc complete with all accessories pre wired and including connecting up with three core. Make Philips or equivalent in OSRAM/GE
M & L for Sub main wiring with approved colour coding as per IS with two single core PVC insulated FRLSHcable with stranded copper conductor of size 1.5 Sq mm nominal area and drawing into suitable size of PVC non metallic rigid heavy duty PVC conduit of white/ ivory colour and its accessaries ISI marked heavy duty of suitable size including open on wall/pipe etc one run of PVC insulated with 1.5 Sqmm (nominal area) stranded copper conductor FRLSH cable as earth wire complete all as specified and as directed. Note:- Two runs of 1.5 sqmm cable,one run of 1.5 sqmm cable and one run of PVC conduit will be measured as one unit.
Each Length
Item No 08 : Provision of Bick drain of size 450x600mm including brick work, plastering, PCC in bed, PCC in coping including earth work complete set all as specified and as directed
Item No 09 : Supply install test and comiossioning of cuibical LT panel box wall mounting type confirming to IP-43 complete weather proof and vermin proof of 2mm thick MS sheet with partitions and switch enclosures down with minimum clearance 75mm including suitable size of AL bus bars and suitable size of angle iron frame for fixing arrangement of panel box comprising of following controlls. (a) MCCB 4 pole 63 A 16 KA thermal magnetic release - 01 No (b) MCCB TP 40 A 16 KA thermal magnetic release - 02 No (c) MCB SPN 20 Amps - 04 No (d) Only spare space for MCCB TP - 01 No
(a) Supply of foundation bolts manufactured from special steel and Hot Dip Galvanised along with nuts, washers, anchor plates and templates. (b) Supply of feeder pillar panel with single dial timer control and raising & lowering mechanism for integral power tool (c ) Supply of the Flood Light Fittings suitable for 200W LED Lights IP-65 having luminious efficacy not less than 140 lumen/watt complete - 08 Nos, Philips/ GE/OSRAM (d) Supply of LED type twin Aviation Obstruction Fittings. - 01 Nos (e) Making of civil foundation for 12.5 mtr high mast considering the soil bearing capacity as decided for the project. Concrete grade will be M-20. (f) Errection of 12.5 mtr high mast high mast with the help of suitable equipments complete
(g) Making of necessary dedicated earthing with 40mm dia GI pipe and 25X3 GI strip for the High mast - 02 Nos. (h) Erection of feeder pillar panel on a small civil foundation as per manufacturer's requirements - 01 Set. Lightning protection arrangement with air termination rod. (j) Necessary earth work, excavation, returning, filling in excavated soil/removal of surplus soil and making good, clearing the site shall be deemed to included in the unit quoted rates (k) contractor has to make the RCC foundation as per soil condition and as per OEM Recommendation and the same to be approved by GE. Rate of the the same is deemed to be included in the quoted rate. Notes : Anything missed out above but required for satisfactorily completion of the work is deemed to be included in the unit quoted rates
Schedule 'A' Part II
(Internal Electrification)
S & F for sheet metal enclosure MCB DB SPN 4 way with 200 Amps rated bus bar 240 volts Acrylic double door including blanking plate for dummy space with magnitic locking system including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and as directed.
(a) One light point controlled by one, one way switch 5 Amps
(b) One 3 point 5 Amps switch socket outlet point controlled by one switch on the same board.
(c) One 3 pin 5 Amps switch socket outlet point controlled by one switch on independent boad.
Description all as per item No 1 here in before but using 2.5 sq mm single core copper conductor two nos cables of multistranded flame retardant PVC insulated unsheathed 1100 volts grade for 5/15 amps switch socket cobmination point including necessary running of 2.5 sq mm copper conductor flame retardant PVC wire as earth continuity conductor along with wiring and connecting to the common eath dolly.
S & F ceiling rose, surface Bakelite with 3 terminals, ISI marked for batten fitting complete.
S & F modular switch piano flush type, single pole, one way, and 5/6 Amp single module complete all as specified.
S & F modular switch piano flush type, single pole, one way, and 15/16 Amp single module complete all as specified.
S & F modular socket outlet multipurpose having provision for 3 pin, 5/6 Amp and 2 pin, 5/6 Amp, 2 module piano flush type complete all as specified.
S & F modular socket outlet multipurpose having provision for 3 pin, 15/16 Amp and 3 pin, 5/6 Amp, 2 module piano flush type complete all as specified.
M & L for Point wiring using approved colour coding as per IS, with multistranded copper conductor 1.5 Sq. mm (nominal area), two single core, PVC insulated and unsheathed FRLSH cable 1100 volts grade ISI-694 marked drawn through in and including heavy duty, open PVC conduit of white/ ivory colour including all accessories after making necessary arrangement, heavy duty ISI marked, with mudular PVC box min 1.2mm thick, duly covered with modular white colour plate with frame and other necessary accessories ncluding PVC insulated multistranded copper conductor 1.5 Sqmm (nominal area) single core FRLSH cable as earth continuity conductor to common earth including proper fixing all as specified and directed for the following :-
S & F for sheet metal enclosure MCB DB HTPN 4 way Horizontal type with suitable current rated bus bar 415 volts double door with magnetic locking system including necessary provision for inserting thr DBs in wsll by cutting the brick/stone masonary etc and making good of disturbed surface to match with existing colour of wall complete all specified and as directed.
Supply and lay cable connecting/testing XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with standerd alluminium conductor of size 10 SQMM 4 core.
S & F for sheet metal enclosure MCB DB SPN 8 way with 200 Amps rated bus bar 240 volts Acrylic double door including blanking plate for dummy space with magnitic locking system including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and as directed.
S & F for MCB four pole rated capacity 63 Amps, 415 Volts breaking capacity 10 KA, 'C' curve complete all as specified and as directed.
S & F for MCB DP rated capacity 20 to 32 Amps, 240 Volts breaking capacity 10 KA, 'C' curve complete all as specified and as directed.
M & L for Sub main wiring with approved colour coding as per IS with two single core PVC insulated FRLSH cable with stranded copper conductor of size 4 Sq mm nominal area and drawing into suitable size of PVC non metallic rigid heavy duty PVC conduit of white/ ivory colour and its accessaries ISI marked heavy duty of suitable size including Open in wall etc one run of PVC insulated with 4.0 Sqmm (nominal area) stranded copper conductor FRLSH cable as earth wire complete all as specified and as directed. Note:- Two runs of 4 sqmm cable,one run of 4 sqmm cable and one run of PVC conduit will be measured as one unit, Note :- Each dwelling unit submainwiring to be properly tagged near incomming and out going area, i.e LT Panel , sub panel, Smart meter , and DB to locate the end to end for clear indication markings.
S & F for MCB SP rated capacity 6-32 Amps, 240 Volts breaking capacity 10 KA, 'C' curve complete all as specified and as directed.
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PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
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Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part III
(External Electrical Supply)
Excavation in trenches in soft/loose soil not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in deep and getting out for laying of cable/ pipes etc including forming bottom surfaces to the required level/slope complete all as specified and directed
Returning , filling in includiing spreading levelling, watering and well ramming in layers not exceeding 25 cm thick
Removing surplus excavated to a distance not exc 50 mtr and depositing where directed at level not exc 1.5mtr above the starting point complete allas specified and directed.
Supply, spread & levelling sand in cable Trenches for cushioning of cable
Supply and laying only of GI pipe medium grade for cable protection in road crossing/fixing on wall of size 40mm dia.
Supplying and laying un-reinforced precast concrete cable cover, class LV, Type-1, flat, size 250mm x 150mm x 40mm, ISI marked, for 1100 Volts all as specified and directed.
S & F for Energy saving new generation environmental friendly long life versatile presure die cast aluminium housing IP 66 for security light fitting luminaire with high power LEDs as light source and electronic driver of capacity 35 watts , luminous efficacy not less than 110 lumen/wattwith pre wired and necessary mounting arrangements and provision of 2.5 sq mm three core copper conductor cable multi stranded from ceiling rose to light fitting including necessary dia GI pipe medium grade bracket 1.5 mtr long bend to required shape with clamps, nut, bolts complete all as directed by Engineer- in-charge.
Supply and lay cable connecting/testing XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with standerd alluminium conductor of size 25 SQMM 3.5 core.
Supply and fixing LED flood light 100 W 230 V AC out door type with thermal management in multiple optics and equipped with IP 66 protection, with impact and corrosion resistant complete with driver and lamp
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part IV
(Road Path Culvert)
M & L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer- in- Charge complete all as specified and directed.
Removal of excavated material (Soil) exceeding 1.5 Km but not exceeding 5.0 Km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified
Rolling and cosolidation of formatin surfaces in cutting with power roadrollers 8 to 12 tnne capacity including watering as necessary and consolidating to the required level & gradient etc complete complete all as as specifiedand directed
M & L for 200 mm thick (compacted thickness) soling (or sub base) with broken boulders or quarried stone, interstices filled surfaces formed and rolled and consolidated to required gradient and camber complete all asspecified and directed
M & L for 15 cm thick compacted thickeness (7.5 cm each WBM in two layers) , with coarse aggregates of grading 2 ( 63 to 40 mm size) or of grading 3 (50 to 20 mm size ) , spread rolled and consolidated with 8 to 10 tonnes power roller to required gradient and camber with granite trap for basalt stone complete all as specified and directed
Laying and compacting 150mm thick (compacted thick) Granular sub base course (GSB) grading as per Grade-I as specified Table 400-1 of MoRTH specifications for Road and Bridge work, 2013, in a single layer over compacted subgrade with natural sand crushed gravel, crushed stone, crushed slag, or combination thereof as per grading required. The material are mechanically mixed spread and levelling on subgrade by using motor grader of adiquate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of maxium dry density. Consolidating to required gradient and camber all as spcified and directed with finished surface tolerance as per Table 900-1 of MoRTH Specifications for road and bridge work, 2013
Laying and compacting 150mm thick (compacted thickness) (Laid in two layers) wet mix macadam (WMM) grading as per table 400-13 of MoRTH specifications for road and bridge work, 2013 manufactured in WMM plant, material comprising of clean crushed graded aggregate and granular material premixed with water to a dense mass spreading with sensor paver and rolling with vibrotry roller capacity 80-100 KN static weight and consolidatiing to required gradient and caber complete all as specified and directed. The finished surface tolerance to be as per Table 900-1 of MoRTH specifications for road and bridge work, 2013.
Preparing surfaces of WBM (unsurfaced water bound macadam) by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface using heavy duty air compressors to remove all loose dirt etc complete all as specified and directed.
M&L for applying evenly a priming/tack coat with bituminous primer (using paving bitumen VG-10) at 10 Kg per 10 Sqm using mechanical sprayer etc complete all as specified and directed
M &L for premix bituminous macadam with 4% paving using bitumen VG 30 paving grade (50-70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated thickness) up to maximum 75mm or less complete all as specified and directed
M&L for applying evenly a tack coat with bituminous primer at 5 Kg per 10 Sqm complete all as specified and directed
M & L for laying bitumenous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5 % binder content VG-30 grade paving bitumem by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed.
M&L cement concrete Type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) in kerb stone copings. apex stones, anchorage blocks, etc.(of any section indicated), with plain fair faces, including chamfers weatherings, throating etc complete all as specified and as directed
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cmwide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicaton machine all as per manufacturers instruction complete all as specified anddirected.
S & F in cat eye solar reflective type of metal body alloy of size 100mmx100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed
Surface dressing not exceeding 15 cm deep as in soft/loose soil.
M & L hardcore of broken stone or boulders of gauge n.exc.63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface comlete.
M&L 100 mm thick PCC 1:2:4 type D2 using (40 mm graded stone aggregate) complete.
Proving & layer 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size / shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compracted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand;
Pre cast cement concrete block masonry with solid blocks exc 10 cm in width and setting in mortar, complete.
Providing cement concrete in roof kerbs or mud stops, rounded or chamfered on edges.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part V
(Area Drainage)
Excavating in trenches, n exc 1.5m wide in soft/loose soil
M&L for Hardcore of gauge n exc. 63 mm, deposited, Cum spread and levelled in layers n exc. 15 cm thick watered and rammed to a true surface
M&L for PCC 1:3:6 Type C2 (40mm graded aggregate) as in foundation.
M&L for PCC 1:2:4 Type B2 (20mm graded aggregate) as in surface channel and drains
Extra for forming fair finished drain or channel 45cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc
M&L for brick work with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius in CM 1:6
M&L for type BO 1:2:4 (12.5mm) graded stone aggregate as in copings
M&L 15mm thick rendering in cm 1:4 on fair faces of brick work
Returning, filling in (excavated soil) including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete
Removing excavated material exc 250m but n exc 500m and depositing where directed
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part-VI
(SITE CLEARANCE)
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 24cm deep and getting out in soft/loose soil for foundation etc complete all as directed
Item no 2(b): All as per item no 02 above as per drgs at 'list of Drg Part-B'
Removing surplus excavated materials (soil) to a distance exceeding 50 metre but n.exc 250 mtr & deposoting where direct at level not exceeding 1.5 meter above the starting point, including spreading, leveling and compacting complete all as specified and directed
Total carried over to BOQ Rs.
Signature of Contactor
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