Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Sep 2024
Closing Date5 Oct 2024
Tender Amount₹ 21,90,000 
Notes
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Costs

Description

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BOQ Items

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Supply fabricate & fix in position anodised aluminium powder coated (minimum thickness of powder coating 50 micron of approved colour) door shutter with frame, partly glazed with 5 mm thick tinted glass and partly panelled with 9 mm thick prelaminated particle board with both side decorative laminated including rubber bead joining cleat for fixing in position, aluminium door handle 150 mm size, aluminium barrel tower bolt 200 mm size etc all as specified below complete all as specified and directed. (a) Frame (top & side) section shall be of size 101.60 x 44.75 x 2.4 mm (Section No 14021) (b) Vertical Members of shutter section shall be of size 85.00 x 44.45 x 2.00 mm (Section No 19560) (c) Top Members of shutter section shall be of size 83.50 x 44.45 x 2.00 mm (Section No 19581) (d) Lock rail (Middle member) of shutter section shall be of size 150.00 x 44.45 x 3.00 mm (Section No 19596) (e) Bottom Members of shutter section shall be of size 150.00 x 44.45 x 3.10 mm (Section No 19584) (f) glazing clip for securing glass of shutters shall be of 0.80 mm thick (Section No 19370). Note:- Section no given above are of make Jindal, Contractor may use similar section of other make mention in Appx B.

40

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Supply fabricate & fix in position anodised aluminium powder coated (minimumthickness of powder coating 50 micron) three track window ( two shutters glazed ) with frame, glazed with 4 mm thick tinted glass and, wire gauge with stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm including rubber bead joining cleat for fixing in Member for wire gauge Section shall be 18.00 x 25.00 x 1.35 (Section No 20791). position, concelled type lock for all two shutter, PVC roller etc all as specified below, complete all as specified and directed. (a) Frame (top & side) section shall be of size 92.00 x 31.75 x 1.50 mm (Section No 20831) (b) Frame (bottom) section shall be of size 92.00 x 31.75 x 1.50 mm (Section No 20832) (c) Top & side Members of shutter section shall be of size 18.00 x 40.00 x 1.55 (Section No 20738) (d) Shutter Interlock section shall be of size 18.00 x 40.00 x 1.45 (Section No 20737) (e) Bottom Members of shutter section shall be of size 18.00 x 40.00 x 1.55 (Section No 20736) Note:- Section no given above are of make Jindal, Contractor may use similar section of other make mention in Appx B.

8

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Dismantling boarding, any description, fixed in any position with nails complete all as specified and directed.

10

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S& F in repairs 18/19 mm thick plywood (12 Nos of ply) grade BWR, type BB fixed width screws to timber frme work or plywood complete all as specified and directed.

10

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M & L for 0.90mm thick decorative laminate type 1 of surface finish, colour and pattern as approved, fixed with approved adhesive as per manufacturer's instructions complete all as specified and directed.

20

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Dismantling of ceiling board with fittings and any description including cover fillets complete all as specified and directed.

80

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M & L for 8 to 9 mm thick pre painted gypsum building boards of size 595 x 595mm PVC laminated at back side of board flat in ceiling fixed or laid / including powder coated GI snap grid of size 605mm x 605mm frame work using 36.50 x 23.50 x 1.5mm main tee, 23.50 x 23.50 x 1.5mm cross tee and 25x25x1.5mm angles for false ceiling with screws fixed to false ceiling including hangers 4 mm dia G.I (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of G.I flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long complete all as specified and directed. Note: The rate inclusive of scaffolding and necessary arrangements.

80

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Excavating soft / loose soil 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 thick complete all as specified and directed.

20

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M & L for cement concrete (1:3;6 ) type C2 (using 40 mm graded stone aggregate) in foundation complete all as specified and directed.

2.5

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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

2.5

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Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

24

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S&F for steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to Fe 410-W (Gde E- 250) quality A complete all as specified and directed.

2650

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M&L for preparation of new surfaces of steel exc 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.

60

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Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed.

140

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S&F 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.

130

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S&F for pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall / ridge, velly gutter fixed with self tapping screws complete all as specified and directed.

25.7

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Dismantling of paver block including demolition of cement mortar bedding or backing coat, including removal of debris to outside MOD land complete all as specified and directed.

90

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M&L for hardcore of gauge n exc. 63 mm,with broken stone and boulder, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed.

24.5

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M&L for 100mm thick cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed.

90

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M&L for 25mm sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

2.25

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M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footparth, 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 fine 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 sand and cutting of paver block s as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

200

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Taking down cement plaster on brick or concrete or stone walls including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.

200

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M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.

100

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M&L for rendering 15 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces, finished fair and even etc complete all as specified and directed.

100

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M&L for preparing new plastered suface of walls and applying two coats of distemper oil emulsion, white or tinted over a coat of primer complete all as specified and directed.

100

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M&L for preparation of new undecorated surface of wall and applying two coats of cement base paint complete all as specified and directed.

100

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M&L for complete removal of existing unserviceable water proofing treatment from top of roof and canopies / chajjas of building including removal of debris outside MOD land complete all as specified and directed.

450

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Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

22.5

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M & L for providing plain cement concrete 1:2:4 type B0 (using 12.5 mm graded stone aggregate) of average thickness 40 to 50mm in adequate slope on roof surfaces for padding to achieve the 1:40 slope complete all as specified and directed.

22.5

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M&L for providing screed bed of 10 to 15mm avg thick in CM 1:4 for laying floor finish, mixed with WPC @3% by weight of cement on fair faces of concrete surfaces without using extra cement as in roof complete all as specified and directed. Note:- WPC shall be measured & paid separately.

450

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Supply only liquid water proofing compound complete all as specified and directed.

20

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Material and labour for water proofing treatment to slab area with smartcare APP membrane 3.00 mm thick polyester modified preformed membrane mineral finish with the help of torching with side overlap of 100mm to be done over one coat of smartcare bitumen primer apllied with brush / roller laying achieving a forced coverage of 4 sqmt/ltr as per manufacturer's instructions complete all as specified and directed.

450

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M & L for preparation of old distempered / decorated surfaces of walls incl brooming down, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc and applying one coat of distemper oil emulsion complete all as specified and directed.

1200

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M & L for preparation of old distempered / decorated surfaces of ceilings incl brooming down, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc and applying one coat of distemper oil emulsion complete all as specified and directed.

300

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M&L for preparation of old decorated surfaces of walls and providing two coats of cement base paint complete all as specified and directed.

2500

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Demolition of floor, hearth or wall tiling or stone slab laid, bedded & pointed in any mortar including demolition of cement mortar bedding or backing coat, including removal of debris to outside MOD land complete all as specified and directed.

80

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M & L for 25 mm thick cement concrete 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in levelling course complete all as specified and directed.

30

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M&L for non-skid joint free coloured Ceramic tiles (1st quality) not less than 7 to 8 mm thick tiles of size exc 0.11 sqm but n exc 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match tiles over & including 15mm screed bed or bedding in CM 1:6 complete all as specified and directed.

15

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M&L for non-skid joint free coloured Ceramic tiles (1st quality) not less than 7 to 8 mm thick tiles of size exc 0.18 sqm but n exc 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match tiles over & including 15mm screed bed or bedding in CM 1:6 complete all as specified and directed.

15

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M&L for glazed ceramic tiles in vertical surface 300 x 450 x 7mm / 450 x 350 x 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match slurry and pointed in white or coloured cement to match over and including 10 mm thick backing coat of mortar in CM 1:4 for laying wall tiles finishes complete all as specified and directed.

50

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Dismantling water tanks of capacity exc 250 and n.exc 500 ltrs complete all as specified and directed.

2

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Dismantling water tanks of capacity exc 500 and n.exc 1000 ltrs complete all as specified and directed.

1

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Supply and fix 500 litres capacity, rotational moulded, polythene water storage tank (cylindrical vertical with closed top) hoisted and fixed on roof in position, including all fitting such as connection pieces with 25mm dia GI tank nipple of for inlet, outlet, washout and overflow etc complete all as specified and directed.

2

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Supply and fix 1000 litres capacity, rotational moulded, polythene water storage tank (cylindrical vertical with closed top) hoisted and fixed on roof in position, including all fitting such as connection pieces with 25mm dia GI tank nipple of for inlet, outlet, washout and overflow etc complete all as specified and directed.

1

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Taking down steel water tubing and connection 20mm dia bore and removal from site complete all as specified and directed.

120

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Taking down steel water tubing and connection 25mm dia bore and removal from site complete all as specified and directed.

100

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Refixing 20mm old steel tubing and connections in new or old position (Walls, ceiling, floors, etc.) complete all as specified and directed.

120

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Refixing 25mm old steel tubing and connections in new or old position (Walls, ceiling, floors, etc.) complete all as specified and directed.

100

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Removing building materials (cement concrete any description, bricks, stone slab and tiles, bricks dust or mud etc) to a distance of 30 KM beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and directed. Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations.

180

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Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed.

110

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Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out in any type of soil, 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.

3

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Removing excavated soil exc 250 m and n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.

16.86

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M&L for moorum / red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering complete all as specified and directed.

10.05

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M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

0.36

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M & L for 75 mm thick cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed.

110

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M&L for filleting in any position and to any shape and the section of fillet exc. 25 sq cm but n exc. 50 sq cm in cement mortar 1:4 including all mitres, stops, etc complete all as specified and directed.

75

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M & L for precast cement concrete (1:3:6) (using 20mm graded stone aggregate) solid building blocks exe 10 cm thick, in width (with plain or inter locking joints as directed) setting in CM 1:6 complete in wall or pillars complete all as specified and directed.

1.6

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M & L for rendering 10 mm thick in cement mortar 1:6 over PCC block masonry wall surface, finished the surfaces even and smooth without using extra cement complete all as specified and directed.

15

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S&F for plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe 410-W(Gde E- 250) quality A complete all as specified and directed.

5

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S&F mild steel rag or lewis bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, n exc 15cm long and 12mm dia of neck complete all as specified and directed.

2.12

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M&L for preparation of newly or untreated steel or iron surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

8

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M&L for preparation of new plastered surfaces of walls & applying three coats of white wash on wall surfaces complete all as specified and directed.

15

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