Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date29 May 2025
Closing Soon2 Jun 2025
Tender Amount₹ 43,68,000
Costs
EMD
₹ 87,360Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_706675_1Tender No
8153/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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M&L for 100 mm thick (compacted thickness) WATER MIX MACADAM (WMM) laid in two layer as per MORT&H specifications, Wet Mix Macadam (WMM) grading as pe table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MORT&H specifications for Road and Bridge works 2013 including Preparing surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally cleaned surface with power compressor to remove all loose dirt etc complete all as specified and as directed by engineer incharge
133.8
4
568.6500000000001
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M&L for preparing unsurfaced WBM for recieving the tack coat by brushing with wire brushes for removing caked mud sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc Preparation of surface prior to application of primer etc shall be measured only once when priming coat is preceded by a tack coat complete all as specified and as directed by engineer incharge
133.8
5
702.45
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M&L for applying Prime coat of paving bitumen VG 10 @ 7.5 kg /10sqm to receive premix bituminous macadam, complete all as specified and as directed by engineer incharge
133.8
6
836.2500000000001
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M&L for Premix Bituminous Macadam Grade II (consolidated thickness 35 mm) with 4 % binder content by weight of total mix using bitumen VG-30 laid, rolled and compacted to required gradient and camber with 8 to 10 tonne capacity power roller by using hot mix plant & mechanical paver with sensor including Preparing surfaces by brushing with wire brushes for removing caked mud etc, swe-eping with brooms and finally cleaned surface with power compressor to remove all loose dirt etc complete all as specified and as directed by engineer incharge
46.83
7
339.5175
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M&L for applying a tack coat of paving bitumen VG 10 @ 3.0 kg /10sqm to receive bituminous premix dense asphaltic concrete including bituminous premix semi dense asphaltic concrete (consolidated thickness 25 mm) (using bitumen grade VG-30),with 5.5% binder content by weight of total mix using paving bitumen, rolled and compacted to required gradient and camber and with 8 to 10 tonne capacity power roller by using hot mix plant & mechanical paver with sensor including Preparing surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally cleaned surface with power compressor to remove all loose dirt seal coat applying evenly binder (using cutback bitumen) @ 9.8 kg per 10 sqm blinding with 6.3mm size stone chippings @ 0.09 cum per 10 sqm and rolled to a uniform surface complete all as specified and as directed by engineer incharge
133.8
9
1237.65
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M&L for 8 layered and SBR Cushioned Acrylic Synthetic (International Tennis Federation approved) Flooring for all weather and UV rays protected for Tennis Court (i) one Layer primer , one acrylic layer Resurfacer with silica sand and cement (ii) four layer rubber Cushioned court (iii) two Layer acrylic colour coat combination with silica sand (iv) Standard Game line marking (3-3.5 mm thick) complete all as specified and as directed by engineer incharge
1338
10
13714.5
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S&F of movable tennis poles (in Pairs) of Height 1.07m ,dia of pole 100mm with fiber of wt 100 Kg Each (Qty 4) ,wheel size 150x50 mm,Spray paint on Pole with net complete all as specified and as directed by Engr -In -Charge. Note: The tennis poles will be measured as a pair and paid accrodingly.
2
11
22.5
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Dismantling expanded metal, any thickness or steel mess wire of dia 3.80 mm n.exc 4 Kg per sqm fabric, fixed with steel , if any remove to Store Complete all as specified and as directed by Engr-In - Charge.
144
12
1764
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S&F Welded steel wire of dia each way 3.80 mm n.exc 4 Kg per sqm fabric fixed (Mesh size (Nominal Pitch of wire 50mm) complete to wood or steel members complete all as specified and as directed by engineer incharge.
384
13
5088
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Dismantling of wrought iron or mild steel work of any description not otherwise provided for any size setting aside to store and re- use As post,column,connecting rafter complete all as specified and as directed by engineer incharge.
16
14
228
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Fixing Only For Mild Steel section for Post,Column,rafter fixed with connecting Plate for Fencing for tennis court including embeding of post in concrete and screwing etc and welding of plates or angle below groung level. Securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410 W ,GRADE E- 250 complete all as specified and as directed by engineer incharge.
1032
15
15738
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S&F Mild steel T- section(For Column, Post) ,Equal Angle Secton,Flate Plate Section,fixed with connecting Plate for Fencing for tennis court including embeding of post in concrete and screwing etc and welding of plates or angle below groung level. Securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410 W ,GRADE E- 250 complete all as specified and as directed by engineer incharge.
2500
16
40625
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S&F Mild steel Framed work As drain cover with such as grills, gratings, etc.. with ends of bars shouldered and or welded or forged into spikes; framed guard bars; barred iron doors; framed balusters; walk ways; railings and similar work conforming, Including welding and similar work conforming to Fe 410W ,GRADE E- 250 complete all as specified and as directed by engineer incharge.
250
17
4312.5
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S&F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps;nut and Bolt, hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed by Engr-In-Charge.
200.5
18
3659.125
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M&L preparation of old steel surfaces of any description , n. exc.10cm width or girth & aplying two coats of synthtic enamel paint ,complete all as specified & as directed by Engineer-In-Charge
250
19
4812.5
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M&L preparation of new steel surfaces of any description ,primming with red oxide zink chrome n.exc. 10cm width or girth & aplying two coats of synthtic enamel paint ,complete all as specified & as directed by Engineer-In-Charge
250
20
5062.5
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M&L for PCC 1:2:4 type B2 (Using 40 mm graded stone aggregate) Cement concrete in foundations, filling and mass-concrete complete all as specified and as directed by engineer incharge.
18
21
382.5
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M&L for PCC 1:3:6 type C2 (Using 40 mm graded stone aggregate) Cement concrete in foundations, filling and mass-concrete complete all as specified and as directed by engineer incharge.
7.1
22
157.975
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M&L brick work with Fly Ash brick(modular brick), straight or curved on plan exc.6m mean radious built in CM (1:4)complete all as specified and as directed by engineer incharge.
15
23
348.75
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M&L for Cement concrete in surface channels and drains and finishing with forming Channel complete all as specified and as directed by engineer incharge.
2
24
48.5
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Rendring 15 mm thick CM 1:4 on fair faces and finishing even and smooth (without using extra cement) complete all as specified and as directed by engineer incharge.
138
25
3484.5
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M&L for preparation on newly plastered wall surface and appplying two coats of cement base paint with mixed with Apex over a coat of alkali resistant primer (External paint) complete all as specified and as directed by engineer incharge.
138
26
3622.5
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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, for laying under ground cable/HT/LT pole etc. nexc 10 sq m on plan and n exc 1.5 m in depth and getting out in mix type (Soft and Hard dense) of soil.
52
28
1469
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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, for laying under ground cable/HT/LT pole etc. nexc 10 sq m on plan and getting out in soft rock complete all as specified and as directed by engineer incharge
1
29
29.25
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Excavating in trenches, n exc 1.5 m wide and exc 1.5 m and n exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying under ground cable/HT/LT pole etc. n exc 10 sq m on plan and getting out in soft rock complete all as specified and as directed by engineer incharge
0.7
29
20.474999999999998
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Returning, filling in, including spreading, levelling, watering and well ramming in soil in layers by mechanical rammer complete all as specified and as directed by engineer incharge
47
30
1421.75
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Removing excavated material (Soil) to a distance n.exc 50m and depositing where directed at level not exceeding 1.5m above the starting point complete all as specified and as directed by engineer incharge
5
31
156.25
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Removing excavated material (Rock) to a distance n.exc 50m and depositing where directed at level not exceeding 1.5m above the starting point complete all as specified and as directed by engineer incharge
1.7
31
53.125
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Supply and laying of 50 mm outer dia, double walled corrugated DWC pipe conforming to IS- 14930 Pt-II with antirodent and non flame propogating properties of approved colour complete with fittings such as couplers/ connectors etc. for cable protection complete all as specified and as directed by engineer incharge
400
32
12900
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Supply, laying, testing and commissionnig of LT cables of size 25 Sqmm x 4.0 core, 1100 volt grade, XLPE insulated, screened and PVC sheathed, galvanised steel strip or wire armoured with multi stranded aluminum conductor, ISI marked, conf to relevant IS, heavy duty including cable glands, cable lugs to suit the cable and for connecting cable in bus bar in LT panel with brass nut bolts double washers incl all material as required at site. Cables to be laid in trenches/ducts/under plinth floors passing through pipes etc or fixed on wall by providing GI clamps etc complete all as specified and directed by engineer in charge.
Note : The contractor shall excavated the trench manually for laying of cable without damaging existing cables and water pipe line in route. The contractor shall carry out repair incase of damage of existing cable or water pipe line during excavation of trench without any extra cost and on same day by deploying skilled manpower.
310
33
10307.5
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Supply, laying, testing and commissionnig of LT cables of size 6 Sqmm x 2 core, 1100 volt grade, XLPE insulated, screened and PVC sheathed, galvanised steel strip or wire armoured with multi stranded aluminum conductor, ISI marked, conf to relevant IS, heavy duty including cable glands, cable lugs to suit the cable and for connecting cable in bus bar in LT Panel / DB box / Junction box etc with brass nut bolts double washers including all material as required at site. The cables to be laid in trenches/ducts/under plinth floors passing through pipes etc or fixed on wall by providing GI clamps etc complete all as specified and directed by engineer in charge.
140
34
4795
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M&L for PCC 1:2:4 type B-1 (using 20 mm graded broken stone aggregate) as in coping to the PCC/Steel Poles above the GL complete all as specified and as directed by engineer incharge
0.61
35
21.5025
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M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregates) as in foundation filling and mass concrete (for foundation bed concrete in stays /poles or any other directed site) including fair finishing the exposed surfaces even and smooth without using extra cement, including necessary formwork complete all as specified and as directed by engineer incharge
4.7
36
170.375
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Supplying, install and erect in true vertical position steel tubular swaged welded pole complete with MS base plate 6 mm thick and of size 300 x 300mm, finial taper plug, pole cap, bolts, nuts, washers & screws etc. Pole made out of ERW MS tubing conforming to 410 SP-55 (11.00 mtr long). conforming to IS -2713 (Part 1 and 2) - 1980 and made out of structural steel tube confirming to IS: 1161 complete with cast iron base plate, pole cap, MS bolts, nuts and screws, welded and reduced section and longitudinal weld seam throughout entire length of pole including material and labour for two coats of black bituminous paint throughout externally upto planting depth and remaining exterior portion of pole with two coats of aluminium paint over a coat of red oxide primer, two coats of white wash on coping of pole complete all as specified and as directed by engineer incharge
Notes:-
(i) The Excavation, earth work and PCC will be measured and paid separately.
(ii) The Pole shall brought at site in single piece.
(iii) The contractor to submit the test certificate and Purchase voucher of pole before claiming payment
6
37
223.5
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Supply, fixing and testing LED Flood lights, 400W, High performance floodlight luminaire with pressure die-cast aluminium housing, direct PC Lenses, IP 66 ingress protection, with Potted driver with 10 Kv surge protection with built in SPD, operating range 100 V- 300V, efficacy 120 lm/W, intregral type including fixing on MS bracket made/ fabricated of MS angle (50 x 50 x 5mm), fixed on flate iron 50 x 5 mm clamp incl dpuble nut, bolts and double washers complete for fixing flood Light fittings on 11 mtr long steel tubular swaged poles (3 x lights on each 11 mtr height pole) all as required at site and directed by Engr-in-Charge. Note:
(i) The cost of fabrication/welding and including MS Brackets, clamps all as required are deemed to be included in the quoted rates and nothing extra shall be admissible on this account.
(ii) The contractor shall submit the technical specification of LED flood light and take approval of GE before procurment.
(iii) The contractor shall submit the on site warranty certificate of flood light fitting from OEM for min 2 years from the date of completion of work.
14
38
535.5
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S&F FRP junction box of size 250 x 200 x 105 mm, IP 66, halogen free and weather proof for outdoor type with 3 Phase busbar arrangement of aluminium bus bar of 100 Amp including Provision of mounting MCB SP- 03 Nos on din rail including MCB SP 6 Amps, 10 KA, C' Curve, - 03 Nos , box having knock out for incoming and out going of min 10 Sqmm x 4 core cable, with and including cable glands and fixing of box on steel tublar pole by providing MS clamp of flat iron of min size 25 x 5 mm - 02 Nos duly painted with one coat of primer and two coat of aluminum paint over it including nut bolts and washers complete all as specified and directed by Engineer-in-charge. Note: The cost of cable lugs and gland of suitable size deemed to be included in quoted rate and nothing on this account is admissible on this account.
6
39
235.5
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S&F PVC insulated, PVC sheathed FRLS multi core cable, multi stranded copper conductor cable, 1100 V grade of size 1.5 Sqmm x 3 core for providing power supply from junction box to flood light fitting mounted on 11 mtr height steel tubular pole complete all as specified and directed by Engineer in Charge.
120
40
4830
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M&L for Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars , barred iron doors, ladders, framed balusters , walk ways, railings, framework of water tanks and similar work conforming to Fe.290.Gde-E-165 including cutting welding's work as required at site and painting the fabricated structure with one coat of primer and two coat of aluminium paint over it complete all as specified and as directed by engineer incharge
Note: The cost of cutting, welding and fabrication work for fabrication of ladder to be fixed along the 11 mtr height steel tubular pole, MS clamp,nut bolts and washer etc as per site requirement are deemed to be included in quoted rate and nothing extra on this account is admissible.
486
41
20047.5
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S&F cable route marker made up of cast iron (Round Dia ) of 100 mm round plate, 3 mm thick fixed on MS angle iron of size 25 x 25 x 5 mm, 800 height fixed in ground over the cable route with PCC 1:2:4 complete all as specified and directed by Engineer in charge.
15
42
633.75
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S&F for LED Bollard light fitting, 12 Watt, warm white, IP - 54, 2 feet height including fixing arrangement and electric connection all as required at site and directed by Engineer- in -Charge. Make:- Luker Product code No - DUNE B7 ,LODBR12 or equivalent as mentioned in appedix 'C' to tender documents.
6
43
259.5
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Supply, installing, testing and commissioning, weather, dust and vermin proof Feeder Piller box factory made, outdoor type of suitable size so as to accommodate the following accessories, depth not less than 500mm, IP 54 and all as per lE rules, prewired and fabricated with 3.15mm thick CRCA sheet epoxy power coated double door with aprons, duly powder coated mounted on MS angle iron frame 50 x 50 x 6mm welded in shape with two coats of synthetic enamel paint over a coat of red oxide primer including necessary grouting in PCC 1:3:6 type C-1 (using 20mm graded coarse stone aggregate)s complete with leg 50cm grouted in ground in PCC at 40cm above ground including connection cable with cable glands, lugs etc and consisting of the following :- (Main feeder pillar box)
1
44
44.25
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Incoming
-
45
-
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(a) Aluminium bus bar 100 Amp(04 Nos)- 03 Nos for phase and 01 Nos for neutral duly colour sleeved mounted on epoxy insulator - 01 Set
-
46
-
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(b) MCB Four Pole, 40 Amp, 415 V, 10 KA, C' curve, ISI marked, as per IS/IEC 60898-1-2002, IP 20, integrated label holder, colour coded On/off indication dolly - 01 Nos (Incoming)
-
47
-
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Outgoing
-
48
-
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(i) MCB TPN 16 Amp, 10 KA, 'C' series - 03 Nos.
-
49
-
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(ii) MCB SP 16 Amp, 10 KA, `C` curve - 02 Nos
-
50
-
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(iii) Digital LED Ammeter 3 phase, 0 to 600 Amps, Class 1.0 with suitable CTs & selector switch - 01 No
-
51
-
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(v) RYB indicator lamp- Set of 3
-
52
-
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Note: -
(i) Drawing of LT panel and make of items shall be get approved from GE before ordering the panel.
(ii) Cost of lugs for cable and cable gland etc also included in unit rate of panel.
(iii) The copper extesion link from bus bar to out going MCCB / MCB`s shall not be less than 1.5 times the rated current of individual out going feeders.
-
53
-
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M&L for earthing with 600 x 600 x 6.00 mm Galvanised steel earth plate electrode buried vertically in ground (earth pit not less than 2.25 metre deep below normal ground level) with top edge of the plate at a depth of not less than 1.5 m below ground level, connected to and including Galvanised steel Strip of size 32 x 6 mm by means of bolts, nuts, check nuts and washers of galvanised steel and including 40 mm dia GI medium grade pipe for protection of GI strip to the extent of 7.5 metres as earthing lead including charcoal dust and salt packed all around the earth plate in the earth pit all as per Electrical Plate No. 3 of SSR Part I (2009) including PCC foundation / earth pit chamber in mix 1:2:4 type B1 with M.S. angle iron frame of size 25 x 25 x 5mm , MS sheet cover of min 3 mm thick duly painted with one coat of red oxide primer and two coats of yellow colour, with provision of locking arrangement and 20 mm dia medium grade G.I. Pipe from top edge of the earth plate upto M.S. funnel with wire mesh provided inside the concrete earth pit for watering arrangement, complete including excavation and earthwork in any type of strata and testing complete including fill up the earth pit with soil for best result and removal of excavated material from the site complete all as specified and as directed by engineer incharge.
Note :- Earth protection pipe & earthing lead upto and including 7.5 m length is deemed to be included in unit rate quoted by the contractor.
2
54
108.5
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M&L for Earthing complete with galvanised steel earth plate electrode 600 x 600 x 6.0 mm thick, buried vertically in ground (Earth pit not less than 2.25 metres deep below normal ground level and top edge of the plate not less than 1.5 m below ground level), connected to galvnised steel earthing lead wire 4 mm dia, by means of bolts, nuts & checknuts and washers etc; GI pipe 15 mm dia medium grade pipe for protection of G.I earth lead wire, both to be provided to the extent of 7.5 metres, all as shown on electrical plate No 3 of MES SSR Part-I (2009), other end connected to electrical main switch board/LT Poles. including GI protection pipe buried in ground, laid under floors/plinths or fixed on walls or concealed in walls etc; with provision of mixture of charcoal dust & common salt packed upto minimum 150 mm all around the earth plate, including PCC chamber of size 300 x 300 x 300 made up of PCC 1:3:6 type C1 & MS angle iron 25 x25 x5 mm frame embeded in copping of earth pit of PCC 1:2:4 with MS sheet cover of 3 mm thick with lifting arrangement and painted with two coats of yellow colour over one coat of red oxide primer, 20 mm dia medium grade G.I. watering Pipe from top edge of the earth plate upto M.S. funnel with wire mesh provided inside the concrete earth pit for watering arrangement incl excavation and earth work in any type of soil and testing complete all as specified and as directed by engineer incharge. Note :- The earth protection pipe & earthing lead wire upto and including 7.5 m length is deemed included in unit rate quoted by the contractor.
2
55
110.5
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Supply and installation weather, dust and vermin proof Feeder Pillar box (Cubicle Panel) factory made outdoor type of 3.15 thickness of min size 500 x 400 x 300 mm to accommodate MCCB 4 pole, upto 100 Amps rating -01 No, IP 54, front openable type, with locking arrangement, powder coated mounted on MS angle iron frame of size 40 x 40 x 6 mm welded in shape, painted with two coats of synthetic enamel paint over a coat of red oxide primer including necessary grouting in PCC 1:3:6 type C - 1 using 20 mm graded coarse stone aggregate complete with leg 45 cm grouted in PCC and 50 cm above ground including making all electrical connection with glands, lugs etc. complete all as specified and as directed by engineer incharge
1
56
56.25
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S&F MCCB with Thermal - magnetic release of 63 Amps, 4 Pole, 415V, 16 KA, Ics=100%lcu with adjustable over load setting and adjustable short circuit setting as per IS-13947 & IEC 60947-2 including all accessories like spreader terminals and face barriers including making all electrical connections by providing lugs of suitable size lugs including fixing of MCCB in feeder pillar box complete all as specified and as directed by engineer incharge.
1
57
57.25
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M&L for cutting of road / hard standing/ path for laying of cables in underground through protection pipe of size of trench width 45 x depth 45 CM and making good with PCC (1:2:4) type B 1 using 20 mm graded stone aggregate complete all as specified and as directed by engineer incharge.
6
58
349.5
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M&L for laying 40 mm bore GI pipe, medium grade with all fittings, in crossing road/path and in pole/wall up to junction box including necessary clamping etc. complete all as specified and as directed by Engineer-in-Charge.
18
59
1066.5
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M&L for laying 50 mm bore GI pipe, medium grade with all fittings, in crossing road/path and in pole/wall up to junction box including necessary clamping etc complete all as specified and as directed by Engineer-in-Charge.
18
60
1084.5
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