Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date2 Apr 2024
Closing Date6 May 2024
Tender Amount₹ 24,66,135 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Cwek-90/2023-24 Provn Of Connecting Passage To Corps Hq Bldg At Bb Cantt, Srinagar Under Ge 864 Ews

Description

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Material and labour for PCC 1:4:8 type D-2 using 40 mm graded mechanically crushed stone aggregates as in foundation, sub base and mass concrete complete all as specified and directed by Engr-in-Charge

5.5

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-

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Use and waste of form work to side of concrete, foundation, footing bases of columns plinth beams & similar work vertical or to batter for rough finished surfaces of concrete complete all as specified and directed by Engr-in-Charge.

80

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-

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Material and labour for RCC 1:2:4 type B-0 using 12.5 mm 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 Engr in Charge.

21.5

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Use and waste of form work to sides of pillars,posts, struts, pears, columns & stanchion square or rectangular or polygonal etc with rough finished surface of concrete complete all as specified and directed by Engr-in-Charge

105

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Material and labour for RCC 1:2:4 type B-0 using 12.5 mm graded mechanically crushed stone aggregates as in Columns, pillars, piers, postsand struts complete all as specified and directed by Engr in Charge.

10.45

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Use and waste of form work to sides and soffits of roof beams, lintel, cantilevers including supports etc with rough finished surface of concrete complete all as specified and directed by Engr-in-Charge.

63

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Material and labour for RCC 1:2:4 type B-0 using 12.5 mm graded mechanically crushed stone aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engr in Charge.

7.5

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Use and waste of form work to sides and soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc with rough finished surface of concrete complete all as specified and directed by Engr-in-Charge

61.4

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Use and waste of form work toto edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide etc with rough finished surface of concrete comcomplete all as specified and directed by Engr-in-Charge

45

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Reinforced cement concrete 1:2:4 type B-1 using 20mm graded mechanically crushed graded mechanically crushed stone as in slab supported on walls, colomns, beams, shelves etc complete all as specified and directed by Engr-in-Charge

11

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Supply and fix mild steel deformed bars or TMT bars, 10 mm dia and over, cut to length, bend 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 complete all as specified and directed by Engr-in-Charge

4550

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Material and labour for Mild steel TMT bars ,8mm dia and over upto and including 10mm dia bars 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 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge

1900

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Returning filling in including spreading leveling watering and well ramming in layers not exc 25 cm thick each complete all as specified and directed by Engr-in-Charge

35

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Removing excavated materials to a distance n. exc 50m and depositing where directed at a level not exc 1.5 m above the starting point in soft/loose soil complete all as specified and directed by Engr-in-Charge

48

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Material and labour for brick work with sub class B bricks of old size, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:6 complete all as specified

12

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Material & Labour for rendering 15mm thick in CM 1:4 on any face of brick wall/concrete surfaces and finished even & smooth without using extra cement complete all as specified and directed by Engr-in-Charge

185

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Material & Labour for rendering 15mm thick in CM 1:6 on fair faces of brick wall/concrete surfaces and finished even & smooth without using extra cement complete all as specified and directed by Engr-in-Charge

320

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Material and labour for rendering 5 mm thick in cement mortar 1:3 on ceiling concrete surfaces and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge

80

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Material and labour for preparation of new plastered surfaces on walls and applying two coats of cement based paint over a coat of alkali resistant primer complete all as specified and directed by Engr-in-Charge

185

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Material and labour for preparation newly plastered surfaces of walls, etc and applying two coats of Oil bound distemper over a layer of 1mm thick Birla putty etc complete all as specified and directed by Engr-in-Charge

320

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Material and labour for preparation of newly plastered surfaces of ceiling and applying three coats of white lime wash complete all as specified and directed by Engr-in-Charge

80

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Material and labour for Vitrified ceramic light shade tiles,10 mm thick (square / rectangular) area of each tile not exceeding 0.36 Sqm in floor etc laid over and including 15 mm thick screed bed in cement mortar 1:6, set and jointed in neat cement slurry or with adhjesive as per the manufecturer's instructions and pointed in white or coloured cement to match comcomplete all as specified and directed by Engr-in-Charge

72

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Material and labour for Vitrified ceramic light shade tiles,10 mm thick (square / rectangular) area of each tile not exceeding 0.36 Sqm in floor etc laid over and including 10 mm thick screed bed in cement mortar 1:4, set and jointed in neat cement slurry or with adhjesive as per the manufecturer's instructions and pointed in white or coloured cement to match complete all as specified and directed by Engr-in-Charge

8

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Supply and fixing 25 mm thick granite (of any type) work (table rubbed and polished) as in strips in floors, steps,jambs,pillars, windowcills, cooking platform and like in CM 1:4, laid over screed bed 15mm thick in CM 1:4 including jointing , pointing in white cement 1:2 using marble dust with admixture of pigment to match the shade of granite and rubbing polish to achieve mirror finish complete all as specified and directed by Engr-in-Charge

10

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S&F aluminium window openable/ fixed type with aluminium anodized frame of section 62.30 x 44.50 x 1.5 mm with shutter stiles rail of aluminum section of size 47.62 x 44.45 x 1.5 mm thick including jointing cleat for fixing binder hardware glazing clips rubber packing for air lock purpose anodized aluminum strip bearing screw etc for fixing glass pans in frame shutter covered with fully selected quality tinted glass 5.5 mm thick tinted glass with rubber packing complete all as specified and directed by Engr-in-Charge

63

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S&F frameless toughened glass door with sliding shutters (02 Nos) or side hinghed type shutter 12mm thick, factory toughened plain sheet glass, using the stainless steel fitting of polished chrome finish, in each shutter (satin stainless steel finish for handles) including cutting necessary holes and cutouts complete all as specified and as directed by Engr-in-charge. (a) Lock patches with EPC nad strike plate XL-C-4011A:01 No (for openable shutter) (b) Floor spring 90mm opening (EN4) 01 No (for openable shutter) (c) Top patches XL-C 4012: 01 No (for openable shutter) (d) Bottom patches XL-C 4013: 01 No (for openable shutter) (e) Top pivots XL-C 4014: 01 No (for openable shutter) (f) 450mm long H-Type handles 25mm dia of grade SS-304, XL-C-3003A: 01 No (01 Set for openable shutter)

9

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Supply and fixing rolled mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to Fe-410-W (Gde- E-250) quality- A complete all as specified and directed by Engr-in-Charge

42

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Supply and fixing Mild steel screw bolts 5-10 mm neck dia, machine made with hexagonal or square head at one end embede in RCC fencing post while casting & screwed the other, to be fitted with washer & one hexagonal or square nut exc 15 cm but not exc 22.50cm long complete all as specified and directed by Engr-in-Charge

24

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Supply and fixing rolled mild steel work in tubular trusses including vertical member, rafter and purline including special shaped washer etc using ERW or induction butt welded tubes conforming to IS 1161-1979 graded st- 240 including cutting to dead length, notching, drilling riveting and/or welding & connecting with nuts & bolts complete all as specified and directed by Engr-in-Charge

2650

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Material and labour for preparation of new steel and iron 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 Engr-in-Charge

82

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Supply and fixing pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick, ,of any tint,having tensite strength of 550m mpa as in roof covering/ cladding to wall, fixed with L or J type hooks or coach screws with washers or with self tapping screws complete all as specified and directed by Engr-in-Charge

110

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Supply and fixing pre-painted galvatume aluminium zinc coating GI based palin steel sheet 0.5mm thick, ,of any tint,having tensite strength of 550m mpa, as in ridge to roof, fixed with self taping screws complete all as specified and directed by Engr-in-Charge

3

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S&F aluminiun anodised snap grid ceiling of frame size 600 x Sqm 600mm, main Tee section of size 36.5mm x 25mm x 1.4 mm thick cross Tee section of size 23.5mm x26.4 mm x1.4 mm thick. supported at ends all along the wall with aluminium anodised angle of size 40 mm x 25 mm x 2 mm thick and 4mm dia Gl suspenders including Gypsum Board 12mm thick in ceiling fixed with screw as per manufacturers instructions complete all as specified and directed by Engr-in-Charge

72

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M&L wooden khatamband ceilling over 12mm thick plywood. Grade BWR type BB, fixed with nails to timber frame work, fixed in ceiling over wooden fillets of 2nd class softwood. wrought rectangular in section of sectional area exc 13 Sqcm and n.exc 25 sqcm and triangular in section secured with nails or brads anging with roof truss through 6mm dia Gl wire and including three coat of french polishing as on approved by GE including necessary frame work complete all as specified and directed by Engr-in-Charge

20

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Supply and fixing 2nd class hard wood (sal) weather boarding, clean sawn,plain 20 mm thick width n exc 25mm thick & fixed with 30 mm laps & wriught both sides and edges shot & chamfered ( on exposed edges) complete all as specified and directed by Engr-in-Charge

150

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Material and labour for preparing new or previously untreated wood or wooden surfaces of any description not otherwise described over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of pink primer comcomplete all as specified and directed by Engr-in-Charge

24

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Demolition of brick work built in cement mortar including all quoins, pillars etc but excluding ashlar facings, dressed stone work and precast articles complete all as specified and directed by Engr-in-Charge

0.5

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Taking down chowkhats or frames exc 1.5 sqm and not exc 4 sqm each with shutters (without taking off shutters from the frame) and removing from site, complete all as specified and directed by Engr-in-Charge

2

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Surface excavation n.exc. 30centimetre deep and averaging 15 centimetre deep and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge

8.5

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Hard core of broken stone or boulders of gauge n.exc 63 mm deposited spread and leveled in layers n.exc 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge

24

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Material and labour for 100mm thick PCC 1:2:4 type B-2 using 40mm graded mechanically crushed stone aggregates as on foot path complete all as specified and directed by Engr-in-Charge

83.5

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Material and labour for cement concrete chequered tiles 20cm X 20cm X 25 mm thick with grey cement and pigment, machine pressed, factory made, set, jointed and pointed in neat cement slurry in floors over and including screed bed 15mm thick in cement mortar 1:6 finished even and fair complete all as specified and directed by Engr-in-Charge

83.5

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