Military Engineer Services Tender
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Costs
EMD
₹ 20,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MES_417794_1Bid Award Id
ViewTender No
GE(A)/BMR-65 OF 2020-21Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L cement concrete 1:3:6 type C-2 by using 40mm graded crushed stone aggregate as in foundation of poles, stays side of fencing filling and mass concrete including necessary form work complete all as specified and as directed.
38
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S&F mild steel sections like angle, flat etc in post and struts in fencing including cutting top to shape as directed,drilling holes,notching bending to shape for wire etc;flat iron fillets (for securing wire mesh etc including all necessary drilling,bolting or riviting etc confirming to Fe-290Gde E-165 complete all as specified and as directed.
2256
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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 complete all as specified and as directed.
520
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Supply only chain link MS galvanised fencing, any size or type (size as approved by GE) complete all as specified and as directed.
1870
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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, length of bolt exc 5cm but n. exc 10cm long and dia 5 to 10 mm complete all as specified and as directed.
5
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S&F Mild steel square or round bars in available length Fe-290 (Gde-165) as in line bar for fixing chain link fencing and flat iron or window / steel gate guard bars fixed indepedently welded to gates etc and similar complete all as specified and as directed.
730
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S&F galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified and as directed.
Note : - Each line wire to be measured.
12
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M&L preparation of new or previously untreated steel surface of any description, exc 10 cm width or girth and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified and as directed.
21
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S & F Machine pressed rubber moulded precast conctete interlocking paver block confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, with grey cement and pigments, tint glossy finish over and including sand cushioning of 40 mm including dismentling of old paver block thick complete all as specified and as directed.
70
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M&L for 100mm thick cement concrete 1:2:4 type B-2 by using 40 mm graded crushed stone aggregate as in sub base of flooring/ hard standing, path including finishing the surface fair and even without using extra cement complete all as specified and as directed.
70
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M&L hard core of gauge n.exc 63 mm deposited, spread and levelled in layers n.exc 15 mm thick, watered and rammed to a true surfaces etc completed all as directed
11
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Precast cement concrete solid block masonry of 1:3:6 type C-1 by using 20mm graded crushed stone aggregate exceeding 10cm width and setting in cement mortar 1:6 complete all as specified and as directed.
3.5
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Excavation in trenches not exceeding 1.5mtr wide and not exceeding 1.5 mtr in depth for foundation, laying of cable / pipe line etc and getting out in soft / disintegrated rock complete all as specified and directed .
113
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Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick in soft / disintegrated rock complete all as specified and directed.
10
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Removing excavated materials to a distance not exceeding 50m depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed .
103
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M&L plain cement concrete 1:4:8 type D-2 by using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete and packing of angle iron fencing post etc complete all as specified and as directed.
8
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Demolition of stone/brick masonary wall built in cement motar including all quoins arches pillars etc, but excluding ashlar facing, dressed stone work, precast concrete article etc complete
62.5
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M&L random rubble stone masonary, uncoursed ,well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed . Note : Stone obtained from demolition under item No 20 will be reused.
58
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All as per Item no. 21 here-in-above, but except stone
Note : Stone obtained from demolition under item No 20 will be reused.
5
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Extra over stone walling of granite or trap for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm and dressing face beds and joints as specified to random rubble walling, uncoursed or brought up to courses complete all as specified and as directed.
150
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Rendering 15 mm thick in cement mortar 1:4 on stone masonry wall surfaces or surfaces other than fair faces of brick work or one side of lathing and finishing the surfaces fair and even without using extra cement complete all as specified and as directed.
150
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M&L plain cement concrete 1:3:6 type C-1 using 20 mm graded crushed stone aggregate cast in situ in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, roof kerbs bed plates, water through, below and above ground level for suporting bases (Foundation of chainlink fencing) and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straigth or curved) complete all as specified and as directed.
3
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