Military Engineer Services Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_691221_1Tender No
CWE/HSR/ALW/59 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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M & L for cement concrete in surface channels and drains in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
5
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M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.
150
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M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed.
4
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Taking down cement plaster on stone/brick/concrete surfaces including racking out joint, hacking for key, scrubbing down with water complete all as specified and as directed.
50
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Material and labour for plastering 15 mm thick (in two coats of 10 mm and 5 mm thick) on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 with integral water proofing compound finished even and fair complete all as specified and as directed. Note: - Water proofing compound shall be measured and paid for separately.
180
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M & L for complete removal of existing finish on walls including chajjas, facias etc and preparing and applying white cement based polymeric putty conforming to IS 17545: 2021, average thickness 2 mm on old plastered surfaces completely removed from the existing treatment, mixed with water in mechanical mixer, applying in one or more coats not exceeding the recommended thickness and keeping the gap/ the interval in subsequent coats, applying on the moistened wall surface uniformly in an upward direction with the help of a putty blade complete as per the manufacturer’s instructions and complete all as specified and as directed.
150
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M & L for applying two coats of oil bound distemper over one coat of alkali resistant primer on plastered surfaces of wall treated with any type of putty complete all as specified and as directed.
150
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Preparation of old decorated surfaces on walls and applying one coat of white wash complete all as specified and as directed.
10
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Preparation of old decorated surfaces on ceilings and applying one coat of white wash complete all as specified and as directed.
40
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M & L for preparation of old surface of walls including chajjas, facias etc. by washing, rubbing down and stopping of distempered and painted surfaces and applying one coat of weather proof acrylic exterior paint (100% Acrylic)over a coat of primer including scaffolding, trestles, ladders, cradles and necessary safety measures complete all as specified and as directed.
50
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S & F in repairs PVC moulded 600 mm X 450 mm looking mirror of selected quality glass mounted on 6 mm thick commercial plywood & fixed to wooden plugs with chromium plated brass screws & cup washers complete all as specified and as directed.
2
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Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in soft/ loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and as directed.
80
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M & L for cement concrete in foundation, filling and mass concrete in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
10
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Dismantling fencing wire mesh, any type
255
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Dismantling posts or struts (wood, steel or RCC.) any section embedded in concrete, brick work, masonry, etc., including taking out embedded portion and making good disturbed ground
168
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S & F hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar works complete all as specified and as directed.
2000
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S & F mild steel screw bolts (machine made), diameter of neck 16 to 20 mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 22.5 cm but not exceeding 30 cm long complete all as specified and as directed.
32
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Fixing only galvanized steel chain link fence fencing including line wires any mesh, size and type to any type of standards, rails, straining bolts, etc. including provn of binding wire complete all as specified and as directed.
360
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Supply only galvanized steel chain link fence fabric of any mesh size, made out of any nominal dia mesh wire, heavy zinc coating type conforming to IS 2721: 2003 complete all as specified and as directed.
1200
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Supply only galvanized steel line wire made out of 4.0 mm nominal dia wire, heavy zinc coating type conforming to IS 2721: 2003 complete all as specified and as directed.
50
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S & F in repairs galvanized steel barbed wire with two strands of line wire of dia 2.24 mm and barbed with point wire of dia 2 mm at 75 mm spacing straining and fixing to any type of standards, rails, straining bolts including securing or tying at crossings with and provision of galvanised iron binding wire, GI staples or steel pins, etc. complete all as specified and as directed. (two strand of line wire will be measured as one unit).
8.8
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Preparation of newly or previously untreated steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.
60
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Preparation of newly or previously untreated steel surface of any description not exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.
85
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M & L for cement concrete M7.5 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 100 mm thick in sub base for laying tiles, pavings, floorings etc. complete all as specified and as directed.
75
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Dismantling of interlocking paver block and keep aside paver block for reuse or taken on schedule of credit complete all as specified and as directed.
75
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Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 conforming to IS 15658: 2021 grade with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness, size and shape, made by table vibratory method using polyurethane mould, laid in required colour and pattern over and including 30 mm thick compacted bed of coarse sand having gradation as per IRC SP 63: 2018 and 2 to 4 mm wide joints filled with fine sand having gradation as per IRC SP 63: 2018, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.
75
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Providing and laying at or near ground level factory made kerb stone of any size, top bullnosed shape, made of M-25 (Design Mix) grade cement concrete, in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed.
1.5
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Taking down existing treatment of any description and any numbers of layers from roof including scraping and roughening old by picking, sweeping clean and washing down and removing debris outside MD land complete all as specified and as directed.
50
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M & L for ponding test by filling 75 mm deep water over roof by making necessary arrangement to fill the complete roof slab at least for 72 hours complete all as specified and as directed.
50
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M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate mixed with water proofing compound as levelling course of roof padding in slope finished even and fair including provision of contraction joint 6 mm wide X 10 mm deep at 1.2 metre interval or part thereof, both ways on top of PCC padding and including filling with mastic bitumen with 85/25 industrial grade bitumen and coarse sand mixture. 1:3 by weight complete all as specified and as directed. Note: - Water proofing compound shall be measured and paid for separately.
2.5
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Material & labour for rendering 15 mm thick in cement mortar 1:4 over RCC Roof mixed with water proofing compound @ 3% by weight of cement or manufacturer instruction complete all as specified and as directed. (Note;- water proofing compound shall be measured and paid separately as supply only)
50
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M & L for preparing RCC roof surfaces with wire brush drying and cleaning to remove all foreign materials and washing with water to remove loose particle and applying three course water proofing treatment with APP modified bituminous water proofing membrane with polyester reinforcement and plain finish of 3 mm thick (total weight of the finished membrane not less than 3.8 kg/ sqm ± 5 % per sqm) confirming to IS 16532: 2017 consisting of first course of bitumen primer conforming to IS 3384: 1986 @0.40 litre per sqm, second courses of bonding material of industrial bitumen of grade 85/25 conforming to IS 702: 2022 @ 1.20 kg per sqm and third course of APP membrane and including sealing all joints, overlapping etc. using Butane Torch as per Annex D of IS 16540: 2017 complete all as specified and as directed.
50
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M & L for cutting grooves or chase in brick wall, 75 mm wide and 65 mm deep and including filling with cement mortar 1:4 mixed with water proofing compound as mentioned in Annex D of IS 16532: 2017, IS 16540: 2017 complete all as specified and as directed.
10
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M & L for PCC benching/ angle filleting at the junction of parapet and RCC roof in M15 (Nominal Mix) using 12.5 mm nominal size crushed stone aggregate mixed with water proofing compound as mentioned in Annex D of IS 16532: 2017, IS 16540: 2017 compound complete all as specified and as directed.
0.25
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M & L for applying bituminous aluminium paint @ 0.15 kg per sqm over water proofing membrane complete all as specified and as directed.
50
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Preparing existing black top surfaces by mechanical broom and high-pressure air jet or by other means as directed for removing dust, dirt, any extraneous materials, all loose materials, other foreign material etc. complete all as specified and as directed.
355
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M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with cationic bitumen emulsion RS-1 grade at the rate of 5 kg per 10 sqm of surface complete all as specified and as directed.
355
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M & L for semi dense bituminous concrete 30 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of ₹44 per kg.
355
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M & L for construction of unreinforced, plain cement concrete pavement having flexural strength of 4.5 Mpa over a prepared subbase or base, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision for contraction, expansion, construction and longitudinal joints, admixtures as approved, curing compound, finishing all as per clause 602 of the MORTH Specifications for Road and Bridge (Fifth revision published by IRC, 2013 Edition) complete all as specified and as directed.
35
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M & L for forming contraction joint 65 mm deep X 10 mm wide filled with sealing compound Grade "A" after priming the contact surfaces using suitable primer complete all as specified and as directed.
6
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M & L for forming 20 mm thick expansion joints in 100 mm thick slab filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and as directed.
5
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Supply & fix sheet glass, ordinary quality, 5.5 mm thick and glazed with oil putty or fixed with beads in square not exceeding 0.5 Sqm in each pane complete all as specified and as directed.
7
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Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed.
50
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