Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 38,00,000
Costs
EMD
₹ 76,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_696371_1Tender No
8210/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Removing excavated materials (soils) exceeding 1.00 km but n exc. 1.5 km and deposited, complete all as specified and as directed by Engineer-in-charge.
39.31
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M & L for PCC(1:4:8) type D-2(using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-charge.
9.56
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M&L for RCC M25 (Design mix) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by Engineer-in-charge.
20.41
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M&L for RCC M25 (Design mix) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-charge.
35.39
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M&L for RCC M25 (Design mix) as in Columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge.
12.11
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M&L for form work for side of squre, rectangular or polygonal pillars, posts, columns & similar works vertical or batter rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-charge.
145.12
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M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. rough finished surfaces of concrete flat etc., complete all as per specified and as directed by Engineer-in-charge.
150.12
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M&L for formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter rough finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge.
114.88
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M&L for mild steel TMT bars 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as specified and as directed by Engineer-in-charge.
7000
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M&L for Mild steel TMT bars 6 to 8 mm dia. cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge.
1110
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M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge.
37.05
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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 concrete complete all as per specified and as directed by Engineer-in-charge.
10
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M&L for Mild steel screw bolts dia of neck 11 to 15 mm (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n exc 10 cm long, complete all as per specified and as directed by Engineer-in-charge.
250
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M&L for 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 confirming to Fe-410 W (Gde E-250) quality B, complete all as per specified and as directed by Engineer-in-charge.
350
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S&F of 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls, complete all as per specified and as directed by Engineer-in-charge.
72
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S&F PVC (SWR) 110 mm bore bends without access door complete all as per specified and as directed by Engineer-in-charge.
40
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M&L PCC 1:2:4, type B0 (using 12.5mm graded aggregate) as 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 plates, kerbs not provided for in cement concrete in roof kerbs or mud stops, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including form work (straight or curved), complete all as per specified and as directed by Engineer-in-charge.
6
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M&L for Brickwork with sub-class ‘B’ bricks in brick-on-edge walls (less than ½ brick thick), built in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge.
90
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M&L for Bricks, sub class-B old size, laid flat on vertical inclined sides of drain bedded and jointed in CM 1:6 and pointed with cement mortar 1:3, complete all as per specified and as directed by Engineer-in-charge.
25
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M&L Precast RCC 1:2:4 type B-1 (using 20mm graded stone aggregates) set in cement mortar 1:4 as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including necessary formwork, complete all as specified and as directed by Engineer-in-charge.
10
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M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 including, surface even & fair without using extra cement, complete all as specified and as directed by Engineer-in-charge.
200
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M & L for preparing new Plastered surfaces of walls and finishing the walls with Acrylic smooth exterior paint of required shade : New work (Two or more coats applied @1.67 Ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm), complete all as specified and as directed by Engineer-in-charge.
200
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M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge.
110
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S&F 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, complete all as per specified and as directed by Engineer-in-charge.
500
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M&L for 100 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate) as in flooring, plinth protection/ footpath/ hardstanding finishing cement concrete surface even and fair, complete all as specified and as directed by Engineer-in-charge.
147
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Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, 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 compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as per specified and as directed by Engineer-in-charge.
147
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M&L for 200 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate) as in flooring, plinth protection/ footpath/ hardstanding finishing cement concrete surface even and fair, complete all as specified and as directed by Engineer-in-charge.
100
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S&F of 1.60 mm thickness (BMT) self supported arch shaped mechanically seamed trussless pre-painted galvalume proflex sheet of coating mass of AZ-150, yield stress 350 MPA including supply of consumable anchors, fasterners, washers, hangers/clamps for light hanging purpose, epoxy paint, lacer, rubber paint as specified etc and upto a height of 10 m complete all as specified and as directed by Engineer-in-charge.
369.34
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M&L for concealed point wiring with two single core PVC insulated, unsheathed, multistranded copper conductor FRLS of size 1.5 Sq. mm and one single core PVC insulated unsheathed stranded copper conductor of size 1.50 Sq. mm green in colour as earth lead in and including rigid steel conduit pipe and fitting with all fittings & accessories for switch, sockets, fan regulators etc. for one light, complete all as specified and as directed by Engineer-in-charge.
8
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S&F of switch piano flush type, 6/5 Amps 240 volts single pole one way, complete all as specified and as directed by Engineer-in-charge.
8
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Supply and of fix ceiling rose surface PVC three terminals, PVC/ polycarbonate, insulated body, complete all as specified and as directed by Engineer-in-charge.
8
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Supply and fixing of LED flood light 70 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp complete all as specified and as directed by Engineer-in-charge.
8
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Supply and fix of sheet metal enclosure powder painted for MCB SPN 4 way double door DB, 240 Volts, 200 Amp with din rail and bus bar including making good to the disturbed surface matching complete all as specified and as directed by Engineer-in-charge.
2
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S&F of 240V, 10 KA 'C' curve miniature circuit breaker (MCB) of SPN and current carrying capacity 6 to 32 AMP, in the MCB DB Complete with connection testing and commissioning complete all as specified and as directed by Engineer-in-charge.
2
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Supply and fixing of amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of SP 6 To 32 AMP current carrying capacity in the MCB DB complete with connection testing and commissioning complete all as specified and as directed by Engineer-in-charge.
4
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Material and labour for earthing complete with galvanized steel plate electrodes of size 600x600x6 mm thick buried directly in ground with earth pit not less than 2.25 meter deep below normal ground level with top edge of plate not less than 1.5 meter below normal ground level connected to galvanised wire 4.00 mm earth lead by means of nuts, bolts, checknuts and washers including 15 mm bore galvanized iron pipe, medium grade for protection of earth lead upto the length of 7.5 meter towards test terminal and 20 mm bore galvanized iron pipe, medium grade for watering, and providing of charcoal and common salt in alternate layers, including necessary earth work in any type of soil and including PCC pit in PCC 1:2:4 with provision of wire mesh and funnel, complete all as shown in electrical plate No 5 of SSR Part- I including testing and complete all as specified and as directed by Engineer-in-charge.
1
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M&L for sub main wiring two run of size 4 sqmm PVC insulated electric power cable (heavy duty) 1100 volts grade with stranded copper conductor with 4.0 sqmm PVC insulated copper conductor earth wire in PVC conduit of suitable size (two run of 4 sqmm cable and one of 4.0 sqmm wire and one run of steel conduit will be measured as one unit), complete all as specified and as directed by Engineer-in-charge.
48
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Supply, fixing & testing of 10 Sqmm, 2 Core XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminum conductor, 1100Volt grade on walls with fixing acessories, complete all as specified and as directed by Engineer-in-charge.
Note - Earthwork, sand cushioning, bricks, GI pipe, etc. shall be measured and paid separately.
33
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Removing excavated Soil materials to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point, complete all as per specified and as directed by Engineer-in-charge.
3.5
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M&L for sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 8cm deep before laying and 15cm covering above the top edge of cable after laying, complete all as specified and as directed by Engineer-in-charge.
2.14
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Supply & Laying of Sub-Class B Bricks, well burnt, laid breadth wise along the length of cable laid in trenches over sand cushion laid for UG cable protection, complete all as specified and as directed by Engineer-in-charge.
(Note. The painting shall be carried out through mechanical appliances by the company's approved applicator).
Note - The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.
0.21
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