Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date18 Sep 2024
Closing Date9 Oct 2024
Tender Amount₹ 25,00,000 
Notes
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Costs

Description

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Documents
Repair to barbed wire fencing, chain link fencing, security wall, hard standing, path, certain protective works for various E/M installations and Repairs to Drain, sewage Line, septic tank, soakage pit etc in Md Accn and OTM Accn of APS and ADVS at Mil St
Repair to barbed wire fencing, chain link fencing, security wall, hard standing, path, certain protective works for various E/M installations and Repairs to Drain, sewage Line, septic tank, soakage pit etc in Md Accn and OTM Accn of APS and ADVS at Mil St
Repair to barbed wire fencing, chain link fencing, security wall, hard standing, path, certain protective works for various E/M installations and Repairs to Drain, sewage Line, septic tank, soakage pit etc in Md Accn and OTM Accn of APS and ADVS at Mil St
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BOQ Items

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Supplying and filling sand under floors of interlock tiles including watering and consolidation, complete all as specified and directed by Engr-in-Charge.

10

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M&L for glazed chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors/path with grey cement and pigment to match over and including Screed bed or bedding layer of mortar 20 mm thick in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge.

190

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M&L for 75mm thick cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in plinth protection of garbage bins, finished even and smooth (without using extra cement), complete all as specified and directed by Engr-in-Charge.

225

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M&L for 40mm thick PCC 1:2:4 type B-1 with 20mm graded stone aggregate as in flooring, finished even and rough to receive the topping layer complete all as specified and directed by Engr-in-Charge.

100

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M&L for providing precast cement concrete type B-I, 1:2:4 , as in kerb stone to the sides of interlock tiles including chamfers, weatherings, throating etc. and setting in mortar 1:6 complete with joints to match, complete all as specified and directed by Engr-in-Charge.

9

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M&L for PCC 1:2:4 Type B1 (20 mm graded stone aggregate) as in bed blocks, coping of interlock tiles etc, complete all as specified and directed by Engr-in-Charge.

3

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Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engr-in-Charge.

60

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M&L for Brick work with sub class 'B' bricks using old size bricks straight or curved on plan exceeding 6m mean radious built in CM 1:4 etc, complete all as specified and directed by Engr-in-Charge.

25

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M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

27

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All as per item No 12 above but except bricks etc, complete all as specified and directed by Engr-in-Charge.

8

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Taking down cement or cement lime plaster, any description on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and directed by Engr-in-Charge.

500

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

890

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M&L for preparation of new plastered surfaces and applying two coats of cement base paint over and including a coat of chalk whiting/priming on plastered surfaces of walls, complete all as specified and directed by Engr-in-Charge.

300

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M&L for preparation of newly plastered surface of walls and applying one coats of exterior emulsion paint on walls over and including a coat of primer, complete all as specified and directed by Engr-in-Charge.

490

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M&L for preparation of newly plastered surface of walls and applying two coats of exterior emulsion paint on walls over and including a coat of primer, complete all as specified and directed by Engr-in-Charge.

100

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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and directed by Engr-in-Charge.

320

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M&L for Non skid Ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tiles exceeding 0.11 sq.m but not exceeding 0.18 sq. m, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

100

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M&L for coloured glazed ceramic tiles in vertical surface of garbage bins, 450x300x7 mm thick laid over and including10mm thick screed bed in cement mortar 1:4, set and jointed in neat cement slurry and pointed in white or colour cement to match, complete all as specified and directed by Engr-in-Charge.

220

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Dismantling structural steel work including doors, gates, post , perline etc, complete all as specified and directed by Engr-in-Charge.

1

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M&L for framed work as in post, doors or gates, grills,chowkhats of angle or other section with gusset plates, rails, braces, perline, truss, cooler stands etc, complete, drilled for fixing of steel sheeting or other covering doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening conforming to GdeFe 290(Gde E-165) complete all as specified and directed by Engr-in-Charge.

1500

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M&L for Pre-painted galvalumealuminium zinc coating GI based corrigated steel sheet 0.50mm thick of an 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 Engr-in-Charge.

250

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M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over and including a coat of red oxide primer, complete all as specified and directed by Engr-in-Charge.

155

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M&L for precast cement concrete type B-1, 1:2:4 as in cover slabs over drain/manholes etc, including necessary formwork, complete all as specified and directed by Engr-in-Charge.

4.5

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M&L for TMT bars 10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia, complete all as specified and directed by Engr-in-Charge.

500

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Excavation in trenches in soft / loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for foundation, laying of pipes including forming the bottom surface to required level etc., and for manholes not exceeding 10 Sq.m area on plan and for similar works and getting out, complete all as specified and directed by Engr-in-Charge.

20

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M&L for lean cement concrete 1:5:10 type E-2 using 40 mm graded stone aggregate as in filling and mass concrete, complete all as specified and directed by Engr-in-Charge.

4.5

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M&L for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in drains, coping, benching, water troughs, including weathering, slightly rounded or chamfered, and throating including form work complete all as specified and directed by Engr-in-Charge.

2.3

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M&L for use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor 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, complete all as specified and directed by Engr-in-Charge.

40

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M&L for Mild steel TMT bars 6 to 8 mm dia cut to length, bent to shape including cranking bending, and binding with MS wire (annealed) not less than 0.9 mm dia, complete all as specified and directed by Engr-in-Charge.

300

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M&L for concrete bed to 150mm dia drain pipes in cement concrete (1 :4:8) type C-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested, complete all as specified and directed by Engr-in-Charge.

95

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M&L Concrete bed to 200mm dia drain pipes in cement concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested, complete all as specified and directed by Engr-in-Charge.

95

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M&L for Reinforced concrete 150mm dia pipes, class NP2, laid and jointed complete with collars in trenches, on concrete bed to required slope, jointed and tested, complete all as specified and directed by Engr-in-Charge (Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of Sch 'A').

100

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M&L for Reinforced concrete 200mm dia pipes, class NP2, laid and jointed complete with collars in trenches, on concrete bed to required slope, jointed and tested, complete all as specified and directed by Engr-in-Charge (Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of Sch 'A').

100

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

5

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Removal of surplus soil to a distance n.exc 50m away and depositing where directed at a level n.exc 1.50 m above the starting point, complete all as specified and directed by Engr-in-Charge.

20

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M&L for extra forming, fair, finished, drain or channel, 30cm inner girth in cement concrete using extra cement, complete all as specified and directed by Engr-in-Charge.

200

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M&L for Cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 150 mm dia SGSW pipe, complete all as specified and directed by Engr-in-Charge.

6

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M&L for Cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 225 mm dia SGSW pipe, complete all as specified and directed by Engr-in-Charge.

4

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S&F PVC (SWR) 110mm bore pipes single socketed, in any length with rubber ring joints fixed to walls, complete all as specified and directed by Engr-in-Charge.

150

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S&F PVC (SWR) 75mm bore pipes single socketed, in any length with rubber ring joints fixed to walls, complete all as specified and directed by Engr-in-Charge.

50

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S&F PVC (SWR) pipe, 110mm dia pipe, single socketed in any length with rubber ring joints, laid in trenches or in floors etc, complete all as specified and directed by Engr-in-Charge.

50

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S&F PVC (SWR) bends (any radius) diminishing pleces or tapers 110mm bore, complete all as specified and directed by Engr-in-Charge.

30

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S&F PVC (SWR) bends (any radius) diminishing pleces or tapers 150mm bore complete all as specified and directed by Engr-in-Charge.

20

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S&F 110mm bore PVC (SWRl) junction, single 'T' equal or unequal with access door, complete all as specified and directed by Engr-in-Charge.

9

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S&F 110mm bore PVC (SWR) couplers, complete all as specified and directed by Engr-in-Charge.

20

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S&F PVC (SWR) floor trap 100mm dia including jointing to waste pipe fixed in cement concrete 1:2:4 type B1 (including cutting in existing walls, removing the old and place the new pieces and making good the disturbed portion) complete all as specified and directed by Engr-in-Charge.

15

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S&F PVC cowl 110mm bore fixed, with pipe, complete all as specified and directed by Engr-in-Charge.

5

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M&L for Taking up or down steel tubing 15mm GI Bore pipes and connections, including cleaning for r-fixing or removal to store, complete all as specified and directed by Engr-in-Charge.

50

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S&F GI tubes 15mm bore dia , medium grade, galvanised with all fitting and fixed , laid in trenched and walls, complete all as specified and directed by Engr-in-Charge.

50

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M&L for Taking up or down steel tubing 20mm GI Bore pipes and connections, including cleaning for r-fixing or removal to store, complete all as specified and directed by Engr-in-Charge.

120

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S&F GI tubes 20mm bore dia , medium grade, galvanised with all fitting and fixed, laid in trenched and walls, complete all as specified and directed by Engr-in-Charge.

120

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S&F Rotational moulded poly-ethylene water storage tanks 500ltrs (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I, including dismantling the existing water tank complete all as specified and as directed by Engr-in-Charge.

8

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S&F Gun Metal, globe or gate valves 20mm, with iron wheel head, screwed both ends for iron pipe and fixed, complete all as specified and directed by Engr-in-Charge.

20

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S&F Bib Tap 15mm cast copper alloy with crutch or butterfly handle screwed down, screwed for iron pipe or for brass ferrule and fixed in position with pipe, complete all as specified and directed by Engr-in-Charge.

40

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S&F Stop Valve 20mm cast copper alloy screwed down, high pressure with crutch or butterfly handle , screwed both ends for iron pipe or for union and fixed in position with pipe, complete all as specified and directed by Engr-in-Charge.

10

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S&F Stop Valve 15mm cast copper alloy screwed down, high pressure with crutch or butterfly handle , screwed both ends for iron pipe or for union and fixed in position with pipe, complete all as specified and directed by Engr-in-Charge.

10

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