Military Engineer Services Tender
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Costs
EMD
₹ 1,06,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_696232_1Tender No
CWE/HSR-72 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge
191.89
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M&L for reinfoced cement concrete type B1 1:2:4 (20 mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge
0.7
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Formwork to sides and soffits of floor or roof beams haunchings, girders, bressummers, lintals, bands,chajjas, cantilevers, shelves including sup-ports overhangs, etc also splays between floor and beams etc. complete all as specified and directed by Engineer-in-Charge
8.3
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M&L PCC 1:4:8 type -C2 using 40 mm graded stone agg. In foundation and mass concrete complete all as specified and directed by Engineer-in-Charge
64.05
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M&L M-25 design mix RCC as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete directed by the engineer in charge complete all as specified and directed by Engineer-in-Charge
16.13
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M&L M-25 design mix RCC for walls and the like including pilasters complete all as specified and directed by Engineer-in-Charge
41.25
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M&L Precast RCC 1:2:4 type B-1 set in cement mortar 1:4 as in cover slab complete all as specified and directed by Engineer-in-Charge
7.43
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Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams for fair finished on flat/curved surfaces including complete all as specified and directed by Engineer-in-Charge
21
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Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished on flat/curved surfaces including complete all as specified and directed by Engineer-in-Charge
330
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Mild steel TMT bars 10mm dia and over, 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 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge
3975.44
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M&L for 40 mm thick cement concrete type B-1, 1:2:4 (20 mm graded aggregate) 40mm thick as in floor finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge
36
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Taking down cement plaster on brick/stone or concrete surfaces including racking out joints, hacking for key,scrubbing down with water to receive plaster, including removal rubbish outside MOD land etc complete all as specified and directed by Engineer-in-Charge
430
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M & L rendering 15mm thick on fair faces of brick work in CM 1:4 finished even & smooth without using extra complete all as specified and directed by Engineer-in-Charge
190
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M&L rendering 15 mm thick in CM 1:6 on fair face of brick /concrete surfaces of any description and finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge
150
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M&L for rendering 5mm thick in CM 1:3 as in ceiling/landing etc on concrete surface finish even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge
40
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M&L rough cast plaster as specified (rendering coat not less than 10mm thick in CM 1:3 while it is stil in plastic state the rough cast mixture consisting of cruhed stone or fine gravel aggregate size 6 to12mm mixed with coarse sand and cement in the ratio of 1:1:1 shall be applied and finished evevn on external wall upto cill height complete all as specified and directed by Engineer-in-Charge
50
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M&L for preparation of newely plastered surfaces of walls and applying two coats of cement based paint over a coat of primer complete all as specified and directed.
880
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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.
150
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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.
40
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Preparing old plastered or unplastered surfaces of walls and applying two coats of cement base paint complete all as specified and directed by Engineer-in-Charge
50
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M & L for 50mm thick cement concrete type C – 1 (1:3:6) using 20mm graded stone aggregate as in plinth protection and PCC paved area, finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge
11.25
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M&L for 75mm Cement concrete type D-2,1:4:8 (40mm graded aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge
20
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Demolition of stone slabs and tiles of any description or thickness in floors, aprons Laid, bedded and pointed in any mortar etc complete all as specified and directed by Engineer-in-Charge
74.36
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M&L for 20 to 25mm thick machine cut Kota stone (550x550mm) flooring over cement screed base laid and jointed with grey cement slurrry mixed with pigments to match the shade of the slab including rubbing and Mirror polishing complete all as specified over and including 15mm thick screed bed in CM 1:4 complete all as specified and directed by Engineer-in-Charge Note:- Kota stone in S /case should be provided in single peice upto 1.5 m length
20
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ditto - all as above but kota stone slab (100/150mm x 550mm) and 20-25mm thick in riser of steps, skirting , dados and pillar laid over and including 10mm thick rendering to receive the stone in cement mortar 1:3 and jointed complete all as specified and directed by Engineer-in-Charge
3.6
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Dismantling floor hearth or wall tiling incl cement mortar bedding complete all as specified and directed by Engineer-in-Charge
55
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M&L glazed ceramic coloured tiles, (350x450)x7mm / (350x250)x7mm thick as in vertical surfaces like dado or skirting over 10mm thick in CM 1:4 set & joined in neat cement slurry and pointed in coloured cement to match complete all as specified and directed by Engineer-in-Charge
10
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M&L for Vitrified ceramic tiles (light shade) 10mm thick (square /rectangular) polished, area of each tiles not exceeding 0.36 sqm. in skirting etc set and jointed in neat cement slurry ad pointed in white or coloured cement to the match over and including 10mm thick backing coat in cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge
45
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Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and directed by Engineer-in-Charge
30
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S&F 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 as specified and directed by Engineer -in-charge.including dismantling old AC/CGI or any patteren old sheet and removing from site.
30
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Taking down chowkats or frames with shutter (without taking off shutter from the frames) n. exc 1.50 Sqm each complete all as specified and directed by Engineer-in-Charge
3
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S&F pressed steel frames of size 125x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc. complete all as specified and directed by Engineer-in-Charge
15
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S&F 30mm flush door shutters, soild core construction, with block board core and plywood face panels, commercial type both sides complete all as specified and directed by Engineer-in-Charge
5.8
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S&F in repair steel window box type with side hung shutters Factory made including box type hinges with steel handle and steel peg stay complete with glazing bars devetailed or welded.The rates include for painting with one shop coat of zinc chromate primer complete all as specified and directed by Engineer-in-Charge
4.32
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S&F steel window box type with side hung shutters Factory made including box type hinges with steel handle and steel peg stay complete w/o glazing bars devetailed or welded. The rates include for painting with one shop coat of zinc chromate primer.
4.32
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S&F in repair steel ventilator with top hung shutter of glazed & gauged including hinges, steel peg stay complete with glazing bars including one shop coat of redoxide primer complete all as specified and directed by Engineer-in-Charge
0.6
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S & F GI wire cloth, 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed in steel windows and wooden shutters.
4
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S&F for 4mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5wsq. m in each pane complete all as specified and directed by Engineer-in-Charge .
4
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S&F for 4mm thick figured glass, pin head type and glazing with spring clips in metal surrounds and oil putty in squares not exceeding 0.50 sqm in each pane complete all as specified and directed by Engineer-in-Charge .
0.6
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M&L preparation of new or previously untreated wooden surface of any description not otherwise described over 10 cm 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
13.92
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M&L preparation of new or previously untreated steel surface 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
124.3
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M&L PCC 1:2:4 type B0 (using 12.5mm graded crushed stone aggregate) as in steel chowkhats, hold fasts and bed blocks etc including necessary form work complete all as specified and directed by Engineer-in-Charge
11.83
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S&F SS butt hinges medium weight of size 100 mm fixed with screws complete all as specified and directed by Engineer-in-Charge
12
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S&F 250 mm long aluminium alloy anodised sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts & sliding bolts of extruded sections or cast aluminium alloy complete all as specified and directed by Engineer-in-Charge
3
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S&F 200mm size aluminium anodised, barrel tower bolt of extruded section complete all as specified and directed by Engineer-in-Charge
3
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S&F extruded aluminium alloy handles 150 mm long fabricated type anodised complete all as specified and directed by Engineer-in-Charge
6
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M&L 75 mm thick cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base complete all as specified and directed by Engineer-in-Charge
100
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M&L machine pressed precast cement concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 60mm thickness M-35 Grade with grey cement and pigment jointed in neat cement slurry and pointed in cement mixed with pigment to match the shade of paver block complete all as specified and directed by Engineer-in-Charge.
100
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M&L 25 mm sand filling under floors or in foundation incl watering and consolidation complete all as specified and directed by Engineer-in-Charge.
2.5
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M&L for PCC (1;2:4) type B-1 using 20mm graded crushed stone aggregate in coping ,kneelers ,apex stones ,bed plates ,rounded or chamfered on edge complete all as specified and directed by Engineer-in-Charge
1.02
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Dismantling wrought iron or mild steel work of any description not otherwise provided for
4.25
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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
460
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S&F roof trusses (framed), trussed, purlines, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance places, cleats etc grade Fe-401-W (Gde-E-250) quality 'A' complete all as specified and as directed by Engineer-in-Charge.
390
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M&L for preparation of old painted steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint of approved tint complete all as specified and directed by Engineer-in-charge.
30
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Site clearance include clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) complete all as specified and directed
4580
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Complete dewatering of raw water storage pond (size 150 x 50 m (approx) having max capacity of 49.50 Lakh Gallon) by pumping/vaccum process in closed tankers, tractor driven and disposing off raw water to a distance exc 1.5 km but n exc 5 km at places incl continous pumping/ dewatering till the work has been complete and all as spd and directed
1
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Desilting /de-sludging of raw water storage pond by removing all sludge (in semi liquid /semi-solid & Solid state) both organic or inorganic in nature by means of mechanically driven to disposing off the same to a distance exceeding 1.5km but not exe 5km at places as directed by Engineer-in-Charge complete.
9375
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Removing excavated material n.exc. 250 m and depositing where directed at a level n.exc. 1.5 m above the starting point
1374
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M&L for cement concrete type C-2, 1:3:6 (40 mm graded aggregate) as in surface channels and drain complete all as specified and directed.
13.26
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M&L for chequered cement concrete tiles 20 cm x 20 cm x 25 mm thick, set, jointed and pointed in neat cement slurry with grey cement and no pigments in floor complete all as specified over and including 15mm thick screed bed in CM 1:4 complete
240
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M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver interlocking block of M-30 grade with approvedcolour, 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.
480
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M&L for except Brick work with old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4)
75.94
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M&L rendering 15 mm thick in CM 1:4 with and including mixing of liquid WPC of approved make @ 200ml per bag of cement / manufacturer's instructions on brick/concrete wall surfaces of any description, and finishing the surfaces even and fair complete complete all as specified and directed.
640
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Supply only liquid water proofing compound.
25
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M&L for sub class 'B' bricks, laid in flat, slope for lining purpose, along the sides of pond, using old size bricks bedded and jointed in CM (1:6) complete as all as specified and directed
1017
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ditto all as per item above but here in after except bricks
678.4
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Flush pointing on brick surfaces of wall in cement mortar (1:3) as specified
220.16
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