Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date11 Jul 2020
Closing Date8 Aug 2020
Tender Amount₹ 21,27,475
Costs
EMD
₹ 58,500Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MES_360283_1Bid Award Id
ViewTender No
GE (A) SOG - 28/20-21Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
50.14
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Removal of excavated soil/ material to a distance exc 250 metre and not exc 500 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
91
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Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out complete all as specified and directed by Engineer-in-Charge.
576
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M&L for PCC (1:5:10) type E-2 using 40 mm graded brick aggregate in, filling and mass concrete as in foundation complete all as specified and as directed by Engineer-in-charge.
1.56
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M&L for hardcore of broken stone / boulders gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.
71.5
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M&L for hard core of stone / boulders of gauge exceeding 63mm but n. exc 100mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
9.67
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M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .
15.28
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M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge
6.6
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M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block,roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.
0.43
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M & L for plain cement concrete (1:3:6) type C-1 using 12.5mm graded stone aggregate as in filling of pressed steel frame, hold fast blocks and other similar items etc complete all as specified and directed by Engineer-in-Charge.
0.03
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M&L for pre-cast RCC (1:2:4) type B-1 using 20mm graded stone aggregate as in landing, cover slab for manholes, septic tanks, soakage wells, chullah hood, chajjas, water troughs, mangers, shelves and similar articles with plain fair faces including chamferred, weatherings, throating etc including necessary form work complete all as specified and directed by Engineer-in-Charge
Note: - Reinforcement shall be measured and paid for separately.
1.2
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M&L for reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate for slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and other similar works complete all as specified and directed and directed by Engineer-in-Charge.
3.8
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M&L for reinforced cement concrete M-25 design mix using 20 mm graded crushed stone aggregate 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.
12
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M&L for reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in beams , cantilever, bressummer, lintel over 1.5m span and similar work complete all as specified and directed by Engineer-in-Charge
2.4
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M&L for providing reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate as in column, pillars, piers, posts and sturts complete all as specified and directed by Engineer-in-Charge.
4.4
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M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
36.05
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M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.
13.4
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M&L for use and 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 batter for rough finished surfaces of concrete flat complete all as specified and directed.
26.4
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M&L for use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work exceeding 200mm thick (horizontal or sloping), rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.
24
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M&L for use and waste of form work to flat surfaces of chajjas, chullah hoods, troughs and similar items including edges for rough finished surfaces complete all as specified and as directed by Engineer-in-charge.
4.35
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M&L for use and waste of form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge.
43
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M&L for use and waste of form work to sides pillars, posts, struts, pier, columns and stanchions for rough finished surfaces of concrete complete all as specified and directed.
60
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M & L for Use and waste of form work to edges of concrete flats, treads, breaks in floors, window cills in walls , horizontal or sloping and similar work exceeding 05cm wide but not exceeding 10cm wide, surface flat for rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.
15
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M&L for 25mm thick factory made flush shutter, solid core construction with particle board core & one face covered with decorative face veneer and other face commercial type complete all as specified and directed by Engineer-in-charge.
2.52
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S&F 150 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-charge.
2
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S&F 100mm size butt hinges of extruded aluminium alloy with galvanized mild steel hinge pin, anodized type B-21 complete all as specified and directed by Engineer-in-charge.
6
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S&F 250mm long aluminium alloy anodised sliding door bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy complete all as specified & directed by Engineer-in-Charge.
1
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S&F 150mm long extruded aluminium handles, anodised, fabricated type complete all as specified and directed by Engineer-in-Charge
4
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S&F galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.
7.56
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M&L for mild steel pipes as in Hand rails,half round,nosing to steps including embedding in concrete securing bolts,posts and struts in fencing incld drilling bolting or riveting etc. wind tie for roof including cutting topes to shape as directed, drilling holes, notching for wire etc, flat iron (for securing wire mesh) conforming to Fe-290 Gde E-165, complete all as specified and directed by Engineer-in-Charge.
660
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S&F mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
995
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S&F mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
974.41
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All as per serial item No 35 here-in-before but 5mm dia and over up to and including 10mm dia as in stirrups, spacers & binder etc.
499.75
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S&F mild steel 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, cooler stand, framework of water tanks and similar works of quality Fe 290 (Gde E-165) etc complete all as specified and directed by Engineer-in-charge.
35
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M&L for 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 complete all as specified and directed by Engineer-in-charge.
2270
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M&L for steel work as in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St.-240 including painted with one shop coat of zinc chromate primer paint including preparation of surface at contractor workshop before fabrication complete all as specified and directed by Engineer-in-charge.
4000
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S&F factory made steel window with side hung shutters including box type hinges with steel handle, steel peg stay, fixing lugs etc complete with glazing bars including one shop coat of red oxide primer and Cutting holes in brick wall built in cement mortar for inserting lugs and making good dismantled portion in cement mortor (1:3) or cement concrete (1:2:4) type B-I complete all as specified & directed by Engineer-in- charge
5.4
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S&F pressed steel frames for door of size 125x60mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc complete all as specified and as directed by Engineer-in-charge.
5.4
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M & L for Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.
Make :- Tata Bluescope steel Ltd, Cril, JSW Steel Coated Product LTD
674
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S&F Anodised aluminium snap grid frame work of size 605mm x 605mm for false ceiling including necessary notching. The snap grid shall consist of anodized aluminium main & cross Tee of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/RM and 23.5mm x 26.4mm x1.40mm weighing 0.191Kg/RM respectively. The main and cross tee shall be jointed at junction crossing with anodized aluminium angle bracket of size 15mm x 15mm x 1.5mm weighing 0.12Kg /RM fixed with suitable MS bolts, nuts and washer. The snap grid (main /cross tee section) shall be supported at ends all along the wall with anodized aluminium angle of size 35mm x 25mm x 2mm weighing 0.36 Kg/RM fixed to wall with suitable arrangement duly suspended with 3mm dia GI wire length as required @ 600mm C/C with adjustable device including plugging in brick / concrete work with steel raw plugs including making good all the disturebed portion complete all as specified and directed by Engineer-in-Charge.
50
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M&L for gypsum board false ceiling 12mm thick with perimetre channel 20x28x30mm and intermediate channel 15x45x0.90mm @ 457mm c/c with screws and taping screws having philips head with under head cutter at 200mm centre to centre including finishing the joints of face boards with specially formulated jointing compound and 48mm wide fibre tape to provide seam less finish, suspended with 6mm dia GI adjustable hanger @ 1200mm c/c fixed to roof with rawl plugs for adjusting level complete all as specified and directed by Engineer-in-Charge.
50
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M&L for 50 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge.
Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item
22
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M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.
557
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M&L for 75mm thick PCC (1:2:4) type B-2 using 40mm graded crushed stone aggregate as in flooring finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.
60.75
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M & L for 40mm thick PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in flooring, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
8.5
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M&L for 40mm thick PCC (1:2:4) type B1 using 20mm graded crushed stone aggregate as in flooring finished even and smooth with using extra cement complete all as specified and as directed by Engineer-in-charge.
8.5
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M&L for 25mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in flooring, finished even and smooth without using extra cement cement complete all as specified and as directed by Engineer-in-charge.
53
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M&L for non skid joint free ceramic coloured tiles 7 to 8mm thick (square / rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.
24.75
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M&L for glazed ceramic tiles (coloured) 350mm x 250mm x 7mm or 450mm x 350mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge.
3.76
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S&F factory casted 80mm thick precast concrete interlocking paving blocks M-40 having compressive strength not less than 400 Kg / Sqcm using grey cement and with pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid dry over and including 25mm thick layer of local tibba sand cushining over complete all as specified and directed by Engineer-in-Charge.
540
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M&L for 15mm thick rendering in cement mortar (1:4) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
371.42
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M&L for 15mm thick rendering in cement mortar (1:6) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
20
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M&L for 10mm thick rendering in cement mortar (1:3) on brick or concrete surface of ceiling, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
44
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M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.
105.84
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M&L for preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.
45
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M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint complete all as specified and directed by Engineer-in-charge.
261.14
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M&L for preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.
6.05
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M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.
134.48
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M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge
1.4
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S&F 3mm thick sheet glass ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.
7.56
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S&F sensor type water tap fully chromium plated brass body, fully automatic with IR sensors, control box in ABS and solenoid valve in brass, 230 volts, A/C single phase for ASF-30E, also use of four 'AA' size ALKALINE 1.5 V battries (DC6V) for ASF-30B, fully electronic control components are filled with resins to give mositure free life complete all as specified and directed by Engineer-in-charge. Make :- Prayag / Jhonson / Jaquar
17
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S&F 110mm bore PVC pipes single socketed in any length with solvent joints laid In trenches or in floors complete all as specified and directed by Engineer-in-charge.
5
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S&F 110 mm bore PVC bends any radius jointed with adhesive complete all as specified and as directed by Engineer-in-charge.
2
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M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe complete all as specified and directed by Engineer-in-charge.
58
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M&L for 150mm bore salt glazed stone ware drain pipes of grade ‘A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified and directed by Engineer-in-charge.
68
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Material & labour construction of Soak Well for 26 to 50 users as shown on drawing No.GE(A) /comp / 17 / 2016 complete all as specified and as directed by Engineer-in-charge.
Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, brick work shall be in CM 1:4, over burnt brick bats shall be used for filling, PCC 1:4:8 type D2 using 40mm graded stone aggregate shall be provided in foundation, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided, PCC 1:3:6 type C2 using 40mm graded stone aggregate shall be provided in plinth protection, 1.50m long 150mm bore cast iron sand cast inlet pipe shall be provided and slab shall be Precast RCC (1:2:4). Other details shall be as shown on drawings & as specified in particular specifications.
1
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M&L for point wiring complete with 1.5 sqmm (nominal cross sectional area) FRLSH PVC insulated multistandard unsheathed copper conductor cable with colour coding drawn in and including new PVC rigid conduit medium grade 20mm dia and suitable fittings, fixed on surface of wall or concealed or above ceiling with accessories such as pipe hooks, elbows, junction box, terminated in existing sunken box and covered with new 3mm thick bakelite plastic laminated sheet top cover fixed flush with wall using brass screws & cup washers including cutting chases in wall for conduits and making good the disturbed surfaces of wall and including 1.5 sqmm PVC insulated unshethed multistandard copper conductor wire as earth continuity to common earth and connecting to earth dolly for one light point, fan point, bell point controlled by one switch complete all as specified and directed by Engineer-in- charge.
22
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All as per serial item No. 70 here-in-before but for One 3 pin 5 Amp socket outlet on the same board with other switches.
5
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All as per serial item No. 70 here-in-before but for One 3 pin 5 Amp socket outlet on independent board.
14
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S&F switch piano flush button 5 Amps single pole, one way complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
27
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S&F switch socket combination 3 pin, 5 Amps, 240 volts, flush type complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
14
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S&F Lamp holder, insulated body with back plate etc complete all as specified and as directed by Engineer-in-Charge. Make :- Legrand, Havells, Cona, SSK
8
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S&F ceiling rose surface bakelite 65mmx50mm with two or three terminal complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
14
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S&F electronic fan regulator suitable for ceiling fan 1200mm/1400mm sweep, socket size, rotary type complete all as specified and directed by Engineer-in-charge. Make:- Legrand, Havells, Usha
6
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S&F flush mounting factory made SPN DB 4 way, 240 Volt, Double door, IP-43 protection, IK-09 with metal door with 100 Amps copper bus bar, with neutral bar, earth bar and cables ties for cable management fully insulated bus bar complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 507610 or equivalent in L & T / Havells / Schneider
5
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S&F MCB 6 to 32 Amps, Single Pole 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 408587 to 408595 or equivalent in L & T / Havells / Schneider
6
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S&F MCB 32 Amps, Single Pole & Neutral 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Par+t No 408617 or equivalent in/ L&T / Crompton / Havells
5
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S&F LED Lamp 12 watts suitable for normal holder complete all as specified and as directed by Engineer-in-charge. Make :- Syska, Philips, Crompton Greaves
8
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S&F Energy efficient decorative ultra slim, prewired, lumiline 18 watt LED light fitting (Day cool light), batten type with drive & polycarbonate housing including tube rod and all accessories prewired fixed on wall / hanging complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No LUMILINEBS18WLED865SPCWH / Syska Cat part No SSK-RA1801 / Wipro cat part No LL20-221-XXX-65-NE / Philips cat part No 61009 BL CDL
8
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S&F ceilling fan 1200mm sweep including fan regulator and making electric connections with 0.60RM long flexible cable of size 23/0.0076 mm complete all as specified and directed by the engr-in-charge complete all as specified and directed by Engineer-in-charge.
Make : Havells Model No ES-50 Premium 5 or equivalent in Orient / Khaitan/Crompton
Note :- (i) MES No with stencil shall be marked on ceiling fan body using synthetic enamal paint. Cost of the same is included in the unit rate of this item.
6
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M&L for Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade top of pipe with funnel & wiremesh, and bottom connected to earth plate by slit and two bolts/nuts/washers, PCC chamber in cement concrete (1:2:4) type B-1 and 40mm thick RCC cover, excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009 complete all as specified and directed by Engr-in-charge.
Notes :- (i) GI wire upto DBs or upto earth test point is included in this item. (ii) Outer edge of earth pit chamber shall be 1.5 metre away from the outer edge of PCC chamber.
(iii) Minimum weight of reinforcement for RCC cover shall be 1 KG.
5
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Supplying, laying, jointing, commissioning and testing XLPE insulated screened PVC bedded, armoured, heavy duty underground electric cable with stranded aluminium conductor 1100 volts grade of cross sectional area 10 sq mm 2 core confirming to IS-7098 (Part-I-1988) laid in trenches, along poles through pipes etc complete all as specified and directed by Engineer-in-charge.
Notes :- (i) Excavation, earth work, sand cushioning, cable protection and GI pipe shall be measured & paid for separately under respective items of BOQ (ii) Road cutting / floor cutting /cutting holes etc in walls required for laying/fixing of cable etc shall be made good as per existing. Nothing extra shall be admissible on this account. Quoted rates shall deemed to be inclusive of the above provisions.
220
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M&L for dry sand (Tibba sand) and punning for cushioning to underground cable complete all as specified and directed by Engineer-in-charge
Note: - For payment purpose thickness after punning shall be measured.
12.24
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M & L for brick protection with old size sub class 'B' bricks laid flat, length of bricks across the route of underground cable all as specified and directed by Engineer-in-Charge.
1.58
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S&F Galvanized iron tubing, 40mm bore light grade, ISI marked, including all fittings and laid in trenches / under road / drains, fixed to poles / walls with required numbers of clamps made out of 25x3mm flat iron, bolts, nuts and washers for protection of LT electric cable complete all as specified and as directed by Engineer-in-charge.
Notes :- (i) Excavation & earthwork shall be measured & paid for separately under respective items of BOQ
(ii) Cost of flat iron clamp if required is included in the unit rate of this item. Nothing extra shall be paid on this account..
50
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