Military Engineer Services Tender
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Costs
EMD
₹ 1,33,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MES_368963_1Bid Award Id
ViewTender No
80111/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc complete all as specified and directed.
550
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M&l for RCC 1:2:4, type B1 using 20mm graded stone aggregate as in slab supported on wall beams and column in floor roofs landing complete all as specified and directed.
5
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Use and waste of form work to soffits of suspended slabs such as roof slab, beam beam haunching, girders bressumers, lintel, cantilevers including supports overhangs etc also splays between floors and beam etc complete all as specified and directed.
50
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Use and waste of form work 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 works exc 10cm but n.exc 20cm wide.
50
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M&l for 5mm thick rendering in CM 1:3 on ceiling/concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.
50
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M&l for cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc, and cutting chases for concealed water tubing or concealed conduit wiring, etc and making good, cutting not exc 10cm girth on stone concrete block or slab wall complete all as specified and directed.
50
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M&l for 15mm thick rendering in CM 1:4 on brick/concrete wall surfaces finished even and smooth without using extra cement complete all as specified and directed.
50
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M&l for precast cement concrete block masonry with solid blocks made of PCC 1:3:6 type C1 using 20mm graded stone aggregate exc 10cm in width and set in CM 1:6 complete all as specified and directed.
22
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M&l for preparation of new plastered surfaces of walls & applying three coats of white wash complete all as specified and directed.
50
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Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including nainital or similar pattern roof coverings complete all as specified and directed.
832
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S&f pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mps as in roof covering/cladding to walls fixed with self tapping screws all as specified and directed.
810
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S&f pre painted galvalume aluminium zinc coating GI based plain steel sheet 0.5mm thick of any colour having tensile strength of 550 Mps as in roof covering/cladding to walls fixed with self tapping screws complete all as specified & directed.
22
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S&f mild steel flat iron as in wind ties of grade Fe-290 Gde E-165 or roof including drilling holes securing bolts etc and similar work complete all as specified and directed.
425
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M&l for preparation of new steel surfaces of any description, n.exc 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.
43
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Taking down steel ventilators frame not exc 1.50 sqm each complete all as specified and directed.
120
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S&f mild steel flat iron frame work as in fixed type ventilators frame of grade Fe-290 Gde E-165 including glazing bars, dovetailed or welded etc and similar work complete all as specified and directed.
130
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M&l for preparation of new steel surface of any description, 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.
40
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S&f 2mm thick fibre glass reinforced translucent plain sheeting fixed with coach screw and washer roof, wall etc complete all as specified and directed.
28
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Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.
1430
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Excavating in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and directed.
60
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm complete all as specified and directed.
36
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Removing excavated material n exc 250mtr and depositing where directed at a level n. exc 1.5mtr above the starting point complete all as specified and directed.
73
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M&l for cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
117
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M&l for RCC M25 design mix in foundations, including rafts, footings, foundation beams, plinth beams bases for columns, etc basement slabs, under reamed piles and mass concrete complete all as specified and directed.
40
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M&l for RCC M25 design mix in slabs supported on walls, beams and columns in floors, roofs, landings balconies, canopies, deck slabs and in the shelves and the like concrete complete all as specified and directed.
62
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M&l for RCC M25 design mix column, pillars, piers, posts and struts complete all as specified and directed.
3
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Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work rough finished surfaces of concrete in flat complete all as specified and directed.
215
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Use & waste of formwork to soffits of suspended slabs such as roof slab, beam, beam haunching, girders bressumers, lintel, cantilevers including supports overhangs etc also splays between floors and beam etc complete all as specified and directed.
135
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Use & waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed.
35
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Use & waste of formwork to sides of slab & wall horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and directed.
80
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M&l for hardcore of broken stone or boulders of gauge n exc 63mm deposited, spread and levelled inlayers n exc 15cm thick, watered and rammed to a true surface.
263
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M&l for cement concrete 1:3:6, type C2 using 40mm graded stone aggregate as in foundation, filling under floor and mass concrete complete all as specified & directed.
35
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M&l for rendering 10mm thick in cement mortar 1:3 on concrete surface top or floor, finished even and smooth without using extra cement mix with water proofing compound @ 3% by weight of cement complete all as specified and directed.
Note: Water proofing compound shall be measured and paid separately.
335
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Supply only water proofing liquid compound all as specified.
40
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M&l mild steel TMT 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 including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed.
12205
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All as per Item No 38 above but 6mm to 8mm dia complete all as specified and directed.
100
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All as per Item No 38 above but 5mm dia and over up to and including 10mm dia in strips, spacers and binder et complete all as specified and directed.
1400
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M&l for rendering 10mm thick in cement mortar 1:6 on concrete/block masonry wall surfaces finished even and smooth without using extra cement complete all as specified and directed.
100
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M&l for 75mm thick cement concrete 1:3:6 type B1 using 20mm graded stone aggregate as in plinth protection finished surface even and smooth without using extra cement complete all as specified and directed.
80
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M&l for preparation of newly plastered surfaces of wall & applying two coats of cement based paint over a coat of primer complete all as specified and directed.
100
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M&l for cement concrete 1:2:4, type B0 using 12.5mm graded stone aggregate as in roof padding benching kerbs of mud stops, rounded or chamfered on edges including form work complete all as specified and directed.
2
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S&f Steel rolling shutters of 1.25mm thick lath, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, gear operated type with bevel gear box and crank handle complete all as specified & directed.
336
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S&f safety lever lock mild steel with 4 levers for rolling shutters complete all as specified and directed.
64
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S&f ball bearing for rolling shutters complete all as specified and directed.
96
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M&l for preparation of new steel surface of any description, over 10cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed.
739
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Removing excavated material n exc 50 mtr and depositing where directed at a level n exc 1.5 mtr above the ground level all as specified and directed.
165
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M&l for cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified & directed.
220
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M&l for forming construction joints 10mm wide and 30mm deep and filled with sealing compound Grade 'B' complete all as specified & directed.
26
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M&l for forming contraction (dummy) joints 65mm deep and 10mm wide filled with sealing compound Grade 'B' complete all as specified & directed.
30
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M&l for forming expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'B' thickness of concrete slab 200mm complete all as specified & directed.
3
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M&l for finishing the surface of concrete roads pavement by brooming complete all as specified and directed.
110
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