Military Engineer Services Tender
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Costs
EMD
₹ 39,520Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_695196_1Tender No
8158/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
REPAIR / MAINT TO SECURITY WALL AND GATES ETC AT ICGS MUNDRA UNDER AGE (I) (CG) JAKHAU
REPAIR / MAINT TO SECURITY WALL AND GATES ETC AT ICGS MUNDRA UNDER AGE (I) (CG) JAKHAU
REPAIR / MAINT TO SECURITY WALL AND GATES ETC AT ICGS MUNDRA UNDER AGE (I) (CG) JAKHAU
BOQ Items
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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for.
4.59
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M&L for cement concrete Type B0 1:2:4 (12.5 mm graded aggregate) In lintels upto 1.5m 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 and the like including weathering, slightly rounded or chamfered angles and throating, as directed.
1.8
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S&F mild steel 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 embeding 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 work conforming to Fe-290 Gde E-165.
1192.9
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M&L for preparation of new steel surfaces over 10cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete.
40.7
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M&L for preparation of old painted or previously untreated steel surfaces of any description not otherwise described over 10 cm width and girth and applying one coat of synthetic enamel paint complete all as specified and as directed.
120
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-
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Demolition of brickwork or stone/ boulder masonry / PCC block masonry, built in cement or cement lime mortar including all quoins, arches, pillars, etc, including ashlar facings, dressed stonework and precast concrete articles.
6
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-
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M&L for pre-cast cement concrete block masonry 1:5:8 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6, complete.
6
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-
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Taking down cement or cement lime plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc.
100
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-
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M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4.
150
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Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @0.90 litre/ 10 sqm over new surfaces.
150
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Material & Labour for preparation of old plaster / concrete surfaces including removal of vegetation and tree branches, applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @0.90 litre/ 10 sqm over new surfaces.
10110
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Supply only integral water proofing compound.
5
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Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for.
0.8
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M & L for precast concrete slab in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain face using cement concrete 1:2:4 type B-1 using 20 mm graded aggregates set and jointed in CM 1:4 complete all as specified and directed by Engineer-in charge.
0.8
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-
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M & L for CRS 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.
80
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M&L for cement concrete Type B1 1:2:4 (20 mm graded aggregate) In lintels upto 1.5m 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 and the like including weathering, slightly rounded or chamfered angles and throating, as directed.
0.5
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-
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Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings.
90
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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.
60
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-
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S & F Pre - painted galvalume aluminum zinc coated GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridges, fixed with self tapping screws as specified.
30
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Excavating in post holes (or similar holes) each n exc 0.5 cum in soft/ loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified as directed.
23
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M&L for cement concrete 1:2:4 type B2, using 40mm graded stone aggregate in foundation, filling and mass concrete, complete all as specified and directed by Engr-in-Charge.
0.1
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Dismantling wrought iron or mild steel work of any description not otherwise provided for
7.74
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S & F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240,etc complete all as specified and directed.
350
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S & F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted,bolted or welded attachment, Fe 410-W (Gde-E-250) quality-A, etc with ornamental and intricate design complete all as specified and directed.
105
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S & F mild steel bolts, purpose made, with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. Exc 30cm long, diameter of neck exc 12 but n exc 20 mm,etc complete all as specified and directed.
24
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M&L for 75 mm thick cement concrete type D-2, 1:4:8 (40mm graded aggregate) in sub-floors, sub-bases, floors and pavings etc.
60
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-
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M&L for 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded aggregate) in sub-floors, sub-bases, floors and pavings etc.
60
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-
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Dismantling fencing wire mesh, any type
63
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M&L for cement concrete 1:3:6 type C2, using 40mm graded stone aggregate in foundation, filling and mass concrete, complete all as specified and directed by Engr-in-Charge.
2.79
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M&L for cement concrete 1:4:8 type D2, using 40mm graded stone aggregate in foundation, filling and mass concrete, complete all as specified and directed by Engr-in-Charge.
0.8
-
-
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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire.
63
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-
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Supply only chainlink PVC coated MS galvanized fencing.
352.8
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S&F mild steel Fe 290 (Gde E-165) as in flat, round or square bars.
150
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S&F mild steel screw bolts (machine made) 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, n exc 5cm long, diameter of neck 5 to 10 mm.
8
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M&L for preparation of new steel surface not otherwise described and applying two coats of Aluminium paint over a coat of aluminium primer complete.
35
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Excavation in trenches, n exc 1.5m wide and n exc 1.5 in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10sqm on plan, and getting out in Soft/Loose soil, complete all as specified and directed by Engr-in-Charge.
30
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Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc 25cm in Soft /loose soil complete all as specified and directed.
25
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Removing excavated material (soils) n.exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point.
5
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Dismantling of DWC pipes including demolition of concrete around the pipe.
30
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-
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M & L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes of bore 150mm after they are laid and tested in cement concrete type C-2 (1:3:6) complete all as specified and directed.
30
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M&L for DWC pipe of 150 mm bore complete laid in trenches and jointed including testing along with necessary jointing material tees/ union/ socket etc complete all as per manufacturer's instructions.
30
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-
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Dismantling of PVC (SWR) waste and vent pipe of any description fitted on wall/floor.
40
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-
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S&F 75 mm dia PVC (SWR) waste and vent pipes, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed.
20
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S&F 110 mm dia PVC (SWR) waste and vent pipes, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed.
20
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S&F PVC (SWR) 75mm bore branch piece, single (Single 'Y') equal or with access door Complete all as specified and as directed by Engineer-In-Charge.
5
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S&F PVC (SWR) bends of size 75 mm complete all as specified and as directed by Engineer-In-Charge.
5
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S&F PVC (SWR) bends of size 110 mm complete all as specified and as directed by Engineer-In-Charge.
5
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S&F in repairs stack clamps out of 50 mm by 5 mm flat iron and 16 mm dia round iron stays for 110 mm dia bore pipe, including bolts and nuts and securing ends of stays to wall or roof complete.
15
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S&F in repairs stack clamps out of 50 mm by 5 mm flat iron and 16 mm dia round iron stays for 75 mm dia bore pipe, including bolts and nuts and securing ends of stays to wall or roof complete.
13
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