Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date14 Nov 2024
Closing Date5 Dec 2024
Tender Amount₹ 41,96,000
Costs
EMD
₹ 83,920Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_683970_1Tender No
GE(AF)/CHD/T-46/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavating in trenches in hard/dense soil , not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, complete all as specified and directed by Engrineer-in-Charge.
20
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-
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, complete all as specified and directed by Engineer-in-Charge.
149
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-
Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.
120
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-
Hardcore of gauge exceeding 63 mm but not exceeding 100 mm of broken stone or boulders ,deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.
64.75
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-
Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
3
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-
Plain cement concrete ,100 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregatesd topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
485
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-
Plain cement concrete (1:2:4) type B-1 using 20 mm graded mechanically crushed stone aggregates as in mud stop ,sides of intetlocking paver block and the like including rounded or chamfered on edges including necessary form work , complete all as specified and directed by Engineer-in-Charge.
1.8
-
-
Plain cement concrete (1:2:4) type B-1 using 20 mm graded mechanically crushed stone aggregates asemcedding the fencing post/struts , complete all as specified and directed by Engineer-in-Charge.
2.88
-
-
Plain cement concrete ,50 mm thick (1:2:4) type B-1, using 20 mm graded mechanically crushed stone aggregates as in sub base finished even & smooth using extra cement @1.20 Kg /Sqm including necessary form work , complete all as specified and directed by Engineer-in-Charge. Note : Use and waste of form work/screed strips and to divide the area in panels shall be included in the quoted rate .
75
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-
Plain cement concrete ,100 mm thick (1:2:4) type B-1, using 40 mm graded mechanically crushed stone aggregates as in flooring laid in approved size panels finished even & smooth using extra cement @1.20 Kg /Sqm including necessary form work , complete all as specified and directed by Engineer-in-Charge. Note : Use and waste of form work/screed strips and to divide the area in panels shall be included in the quoted rate .
85
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-
Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:6 ,complete all as specified and as directed by Engineer -in-Charge.
6
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-
Use & waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batte etc of rough finished flat surfaces, complete all as specified and directed by the Engineer in Charge.
17
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-
Use & waste of form work to sides of pillars,posts, struts, piers, columns and stanchions etc; with r rough finished flat surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
17
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-
Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished flat surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
7.5
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-
Use & waste of form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors and roofs n.exc. 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc. 10cm but n.exc. 20cm wide, with rough finished flat surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
14.5
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Mild steel TMT bars 10mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.
628
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Mild steel TMT bars 5mm dia and over and upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90mm dia. Or securing with clips , complete all as specified and directed by the Engineer in Charge.
190
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-
Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates 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 directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
5.4
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likes, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
5
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in Columns, pillars, piers,posts and struts, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
2.35
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-
Chequered cement concrete coloured tiles 25cm x 25cm x 25mm thick, factory made, ISI marked (IS 13801-1993), with grey cement & no pigment, laid with neat cement slurry @ 3Kg/Sqm over & including 20mm thick screed bed of cement mortar (1:6), jointed and pointed in neat cement slurry ,complete all as specified and directed by Engineer-in- Charge.
325
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-
Providing and laying 80mm thick factory made machine pressed interlocking paver block of M-40 grade of any shape and size confirming to IS 15658-2006 with grey cement and pigment (In top layer) laid over and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra ,complete all as specified and as directed by Engineer -in-Charge.
Note : Quoted rates are inclusive of fine sand and nothing extra shall be admissible on this account.
75
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-
Rendering 15 mm thick plaster on fair faces of brick work or concrete surfaces(External surfaces) in cement mortar (1:4) finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
35.4
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-
Preparation of new plastered or unplastered surfaces of wall and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
35.4
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-
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm , complete all as specified and directed by the Engineer-in-Charge.
6
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-
Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc ( Fe-410 W,Gde-E-250 quality B) including all fittins , complete all as specified and directed by the Engineer-in-Charge.
8200
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-
Modular MS frame shall be consisting of bend circular tubular sections, MS columns, rafters and purlins any type and dia etc complete using ERW or induction butt welded tubes conforming to I. S.11611979 grade St.-240 fixed by means of welding with existing or other members to receive , complete all as specified and directed by the Engineer-in-Charge.
3035
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-
Mild steel work such as wind ties for for roof including securing bolts etc and similar works including all necessary drilling, bolting or riveting, etc., conforming to Fe-290 Gde E-165 , complete all as specified and directed by the Engineer-in-Charge.
188
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-
Bands, straps, supports or stays for rainwater, plain angle cleat for securing purlin, knee piece inserts, two way and three way straps, plate washer and similar small articles, confirming to Fe-290 Gde E-165 , complete all as specified and directed by the Engineer-in-Charge.
45.5
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-
Plates (plain or chequered) Channels, square, cut or notched (ordinary and counter sunk) forming holes without any attachment of Fe-410-W (Grade E-250) quality B , complete all as specified and directed by the Engineer-in-Charge.
1488
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-
Mild steel screw bolts(machine made)11 to 15mm dia of shank 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 squarae nut, exc 5cm but n.exc 10cm long , complete all as specified and directed by the Engineer-in-Charge.
45.7
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Mild steel screw bolts(machine made)11 to 15mm dia of shank 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 squarae nut, exc 22.5cm but n.exc 30cm long , complete all as specified and directed by the Engineer-in-Charge.
11.5
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Mild steel, plain, black sheet of 1mm thick in hearths in wall cladding,steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required., complete all as specified and directed by the Engineer-in-Charge.
160
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-
Pre-colour coated high tensile strength galvalume corrugated sheet roofing with yield strength (550 MPA) prepainted with aluminium (55%) and zinc (45%) alloy coating applied through continous hot dip process having total coated thickness (TCT) of 0.50mm as in roof covering/cladding to wall, fixed with self tapping screws as specified, complete all as specified and directed by Engineer-in-Charge.
277
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-
Pre-colour coated high tensile strength galvalume plain sheet roofing with yield strength (550 MPA) prepainted with aluminium (55%) and zinc (45%) alloy coating applied through continous hot dip process having total coated thickness (TCT) of 0.50mm as in roof covering/cladding to wall, fixed with self tapping screws as specified, complete all as specified and directed by Engineer-in-Charge.
14.5
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Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.
286
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-
Stainless steel letter/Number 30 cm high and 7.5 cm wide and fixed to MS sheet ,complete all as specified and directed by the Engineer in Charge.
90
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-
Brass Air force emblem 50 cm high oval shape ,complete all as specified and directed by the Engineer in Charge.
3
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-
Switch piano, flush type single pole, one way 16 Amp , complete all as specified and directed by Engineer-in-Charge.
4
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-
Socket outlet 6/16 Amp - 2/3 pin combined piano type, complete all as specified and directed by Engineer-in-Charge.
4
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-
Sub main wiring with two single core 2.5 Sqmm FRLS PVC insulated and unsheathed 1100 volts grade cables with stranded copper conductor cable drawn through in and including 25 mm dia rigid non metallic PVC conduit and conduit accessories including one single core 2.5 Sqmm FRLS PVC insulated unsheathed stranded copper earth cable connected to common earth dully wiring for security light connection from junction box to security light,complete all as specified and directed by Engineer-in-Charge. Note : (i) 2 run of 2.5 Sqmm ,1 run of PVC conduit & 1 run of 2.5 Sqmm cable will be measured as single run.
(ii) Extra length of cables/wire required for connection to MCBs shall not be measured and paid separetly the rate quoted by contractor per unit shall be deemed to be included in the quoted rate of this item.
300
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-
G I sheet metal box 18 gauge thickness and size 7 inchX 4 inch ,suitable for mounting piano switch/sockets complete with 3 mm thick PVC laminated sheet, complete all as specified and directed by Engineer-in-Charge.
4
-
-
Air circulatopr Fan Heavy duty copper wound 230 volts single phase osciliating 600 mm sweep on wall or on MS Channel/angle ( as per site requirment ) with nuts/bolts/ clamps etc ,complete all as specified and directed by Engineer-in-Charge.
4
-
-
Ceiling Rose, 3 Phase/ PVC/ Polycarbonate, isolated body, complete all as specified and directed by Engineer-in-Charge.
22
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-
MCB SP, 6 to 32 Amps, ,240 Volts ,10 KA 'C' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
16
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-
MCB SPN, 6 to 32 Amps, ,240 Volts ,10 KA 'C' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
2
-
-
MCB SP, 63 Amps, ,240 Volts ,10 KA 'C' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
8
-
-
Distribution box Double door type , SPN 8 way,with 200 amps rated bus bar, 240 Volts for MCBs, grouted flush to walls complete with IP 43 and metal double door ,epoxy powder coated ,complete all as specified and as directed by Engineer-in- Charge.
2
-
-
Distribution box Double door type , SPN 4 way,with 200 amps rated bus bar, 240 Volts for MCBs, grouted flush to walls complete with IP 43 and metal double door ,epoxy powder coated ,complete all as specified and as directed by Engineer-in- Charge.
1
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-
Sheet metal enclosure for incoming MCCB and outgoing MCBs factory made double door, VTPN 415 volts 4 ways with 200 Amp bus bar with IP43 protection complete in all aspects all as specified and directed.
1
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-
MCCB, FP, 100 Amp, 415 volt , breaking capacity 16 KA , complete all as specified and directed by Engrineer-in-Charge.
1
-
-
Gong bell heavy duty single phase 230 volts , complete all as specified and directed by Engrineer-in-Charge.
4
-
-
LED flood Light fittings 150 watt fixing with clamp and 80 mm dia GI pipe of 4 meter long grouted in PCC foundation and providing with 1.5 sqmm 3 core PVC insulated copper conductor cable of 10meter length , complete all as specified and directed by Engineer-in-Charge.
4
-
-
LED street light Luminaries 200 Watt with high pressure of die cast aluminum hosing with toughened glass and high power LEDS and secondary lenses with IP-66 protection system efficacy not less than 110 LPW with 10KV surge protection with electrical connections , complete all as specified and as directed by Engineer-in- Charge.
18
-
-
LT under ground electric power cable crossed linked polyethylene ( XLPE) insulated, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of size 16 sqmm cross sectional area, 4 core ,laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc. with and including MS Clamps, nuts , bolts, washers including jointing and testing , complete all as specified and directed by Engineer-in- Charge. Note: Excavation, earth work, sand cushioning, protection bricks/ tiles/ block and pipe shall be measured and paid separately under appropriate items.
570
-
-
All as per item No 57 here-in-before but size 25 sqmm 4.0 core , complete all as specified and as directed by Engineer-in- Charge. .
975
-
-
All as per item No 57 here-in-before but size 35 sqmm 3.5 core , complete all as specified and as directed by Engineer-in- Charge. .
150
-
-
Sand cushioning to under ground cable with clean dry river sand in layer of sand 8cm thick before laying of cable and 15 cm after laying of cable, complete all as specified and directed by Engineer-in-Charge.
Note- For payment purpose punned thickness of 18 cm shall be measured against spread thickness of 23 cm as mentioned in para 19.75 of SSR Part-I.
78
-
-
Protection of cable with one layer of bricks laid flat butting to each other in such a way that the length of the bricks is at right angle to the central axis of the cable using old size sub-class ‘B’ bricks, complete all as specified and as directed by Engineer-in-Charge.
10000
-
-
Earthing complete with Galvanised steel earth plate electrode 600 mm x 600 mm x 6 mm burried directly in ground vertically in pit of depth not less than 2.25 metre below normal ground level with top edge of the earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides with mixture of charcoal and common salt in alternate layers and electrode connected to G I earth strip 4 dia G I wire by means of brass bolts, nuts, check nuts and washers, earth strip protected by galvanized steel pipe 40 mm bore (light grade) connected to main switch board or any other electrical equipment all as shown in electrical plate No. 3 of SSR-2009 Part I and including necessary excavation and earth work in any type of soil, 20 mm bore medium grade GI pipe for watering, funnel with wire mesh, PCC (1:3:6), type C-1 chamber, pit cover of precast RCC (1:2:4), type B-1, reinforced XPM of weight not less than 4 kg/ Sq.m and MS frame etc. complete all as specified and as directed by Engineer-in-Charge. Note :- (i) The unit rate includes earth lead and protection pipe up to maximum 7.5 metre from earth plate to earth point/test point. (ii) Earth pit shall be constructed minimum 0.5 metre away from earth.
8
-
-
Supply, installation, connecting, testing and commissioning of Factory made LT panel board having double door with and including locking arrangement ,fabricated from 3.15 mm thick CRCA sheet and M S Angle iron of size 50x50x6 for base frame ,04 nos legs of 750 mm long made from M S Angle iron of size 50x50x6 mm duly powder coated in approved shade, dust/water and vermin proof ,grouted in PCC 1:2:4 type B-1 in foundation of suitable size suitable for 415 volts, 3 phase, 4 wire, 50 HZ , complete all as specified and as directed by Engineer-in-Charge and comprising the following:- (i) Aluminium strip bus bar TPN sleeves insulated mounted on epoxy insulators of capacoty 200 Amps-01 Set
(ii) MCCB 4 pole, 100 Amp 415 Volts, 50 Hz breaking capacity 16 KA (Incoming) -01 No
(iii) MCB TP,32 Amp -03 No (Out going) (iv) MCB SP,06 Amp -02 No (Out going) (v) RYB Indication lamps-03 Nos (vi) Internal wiring for indicators with suitable size single core FRLS copper conductor cable (vii) Earthing terminals-02 No
(viii) Danger notice plate -01 No
Note:Quoted Rates are inclusive of excavation and earth work, returning filling and removal of surplus soils and PCC etc.
2
-
-
Supply, installation, connecting, testing and commissioning of Factory made LT panel board having double door with and including locking arrangement ,fabricated from 3.15 mm thick CRCA sheet and M S Angle iron of size 50x50x6 for base frame ,04 nos legs of 750 mm long made from M S Angle iron of size 50x50x6 mm duly powder coated in approved shade, dust/water and vermin proof ,grouted in PCC 1:2:4 type B-1 in foundation of suitable size suitable for 415 volts, 3 phase, 4 wire, 50 HZ , complete all as specified and as directed by Engineer-in-Charge and comprising the following:- (i) MCCB 4 pole, 100 Amp 415 Volts, 50 Hz breaking capacity 16 KA (Incoming) -01 No
(ii) Earthing terminals-02 No (iii) Danger notice plate -01 No
Note:Quoted Rates are inclusive of excavation and earth work, returning filling and removal of surplus soils and PCC etc.
1
-
-
Supply, installation, connecting, testing and commissioning of Indoor type wall mounting enclosure having locking arrangement ,fabricated from 2.00 mm thick CRCA sheet suitable for 415 volts, 3 phase, 4 wire, 50 HZ , complete all as specified and as directed by Engineer-in-Charge and comprising the following:- (i) MCCB 4 pole, 100 Amp 415 Volts, 50 Hz breaking capacity 16 KA -01 No
Note:Quoted Rates are inclusive of excavation and earth work, returning filling and removal of surplus soils and PCC etc.
1
-
-
Note :Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse.
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