Military Engineer Services Tender
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Costs
EMD
₹ 89,300Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_638801_1Bid Award Id
ViewTender No
CA NO CWE SGNR T-69 OF 2023-24Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M & L for cement concrete 1:3:6, type C-2, (40mm graded stone aggregate) as in post holes all as specified & directed by Engr-In-Charge.
13
-
-
M&L Preparation of new steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engr-In-Charge.
150
-
-
M&L Preparation of old steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint as in existing posts, fencing etc complete all as specified.
100
-
-
Dismantling fencing wire mesh, any type complete all as specified & directed by Engr-In-Charge.
3200
-
-
Supply only Chain link MS galvanised fencing, any size or type complete all as specified & directed by Engr-In-Charge.
5200
-
-
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, drilling, welding on existing posts complete all as specified & directed by Engr-In-Charge.
3010
-
-
S & F flat iron strip for supporting chain link fencing complete all as specified & directed by Engr-In-Charge.
900
-
-
S & F Mild steel work 10 mm dia and over round bars as in fencing cut to length, bent to shape etc. Fe 290 (Gde - E-165) complete all as specified & directed by Engr-In-Charge.
1500
-
-
M&L for punched tape concertina coil, tied with angle iron post with necessary bolts,concertina coil complete all as manufacturer and directed .
Note: The weight of concertina coil shall be ascertained by BOO as ordered by GE and payment shall be made accordingly.
1200
-
-
S & F 5 - 10 mm diameter of shank 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. 5 cm long complete incl making holes on existing post holes without taking down complete all as specified & directed by Engr-In-Charge.
30
-
-
S & F in repair galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and incuding provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed.
Note :- Each line wire shall be measured.
60
-
-
Taking down old mild steel round bar, Flat Iron and re-fixing in the same location or another location after bent to shape by welding/hooking etc complete all as specified and directed.
100
-
-
Dismantling of stone slab and tiles, interlocking tiles of any description in floors, aprons etc laid bedded and pointed in any mortar complete all as specified & directed by Engr-In-Charge.
100
-
-
M&L for PCC 1 : 4 : 8, Type D2, ( 40 mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed by Engr-In-Charge.
100
-
-
M&L for sand filling under floors 25 mm thick including watering and consolidation etc complete all as specified and directed by Engr-In-Charge.
25
-
-
Material & Labour for Machine pressed precast concerte interlocking paver block any shape and size conforming to IS-15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment all as specified and directed by Engr-In-Charge.
1000
-
-
All as per Ser item No 19.00 above but expect paver blocks.
200
-
-
M & L Pre-cast cement concrete block in kerbstone PCC 1:2:4, type B1, using 20mm graded stone aggregate masonry with solid blocks, exc/n exc 10cm in width and setting in cement mortar 1:4. including necessary form work, on sides of roads including necessary excavation embedding blocks in ground to depth as directed and finishing exposed surface even and smooth complete all as specified & directed by Engr-In-Charge.
10
-
-
M&L for preparation new concrete/bricks surface of any description over 10cm girth or width, not otherwise described and applying one coat of synthetic enamel paint over a coat of primer complete all as specified and directed by Engr-In-Charge.
150
-
-
Demilition of cement concrete (Unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed .
18.75
-
-
M&L 75mm thick for Cement concrete 1:2:4, type B2, (40mm graded stone aggregate) in hard standing , path etc including Use and waste of form work/ screed strips and to divide the area in panels and finishing the surface even and fair all as specified and directed .
250
-
-
M &L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound complete all as specified and directed .
90
-
-
Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified & directed by Engr-In-Charge.
55
-
-
M&L Brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius bulit in C:M 1:6 all as specified & directed by Engr-In-Charge.
50
-
-
M&L Brick work (except brick) with sub class 'B' bricks straight or curved on plan exceeding 6m mean raidus bulit in C:M 1:6 all as specified & directed by Engr-In-Charge.
5
-
-
Taking down cement plaster from ceilings & brick walls including wall tiles / terrazzo / kota stone etc. any type of any description, racking out joints, hacking for key, scrubbing down with water etc complete all as specified & directed by Engr-In-Charge.
2300
-
-
M&L for rendering 15mm thick in cement mortar 1:6 on any face of brick walls or concrete surfaces, finished even and fair without using extra cement complete all as specified & directed by Engr-In-Charge.
1400
-
-
M&L for rough cast plaster over rendering of 10 mm thick on fair face of brick or concrete surface as in CM 1:4 all as specified and directed by Engr-In-Charge. Note : The rough cast mixture shall consist of crushed stone/fine gravel aggregate, coarse sand & cement in the ratio of 1:1:1 over the rendering.
400
-
-
M&L for preparation of newly rough cast plastered surfaces of walls and applying two coats of cement base paint complete all as specified & directed by Engr-In-Charge.
400
-
-
M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint complete all as specified & directed by Engr-In-Charge.
1400
-
-
M&L for preparation of old plastered surfaces of walls and applying two coats of cement base paint complete all as specified & directed by Engr-In-Charge.
500
-
-
M & L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes
and water to expose the stone chippings .complete all as specified & directed by Engr-In-Charge. Note : Payment for providing grooves shall be made separately.
900
-
-
M & L for Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge
2200
-
-
S& F in repair precast cement concrete (1:2:4), Type B0, using 12.5 mm aggregate in louvres and jallies, 40 mm thick (measured solid), including all mouldings but excluding frame set in CM1:4 all as specified and directed
20
-
-
Demolition of concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.
2
-
-
S&F TMT bars of 6mm to 8mm dia,cut to length,bent to shape required including cranking, binding spirally for hooping for columns hooking ends and biniding with and including MS wire (annealed) not less than 0.9 mm dia or securining with clip all as specified and directed.
148
-
-
M&L for RCC 1:1½:3, A1, (20mm graded stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies and in shelves, bend and all as specified
2
-
-
M&L for form work to sides and soffits of floor or roof beam, beam, hauchings, girders, bressummers, lintels, cantilevers, shelves incl supports overhangs etc also splays between floors and beams all as specified.
35
-
-
Demolition of Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons (each layer) laid dry and including cleaning of soil and other waste from drain complete all as specified & directed by Engr-In-Charge.
250
-
-
M & L for Bricks, sub class B, laid flat, in floors, old size bricks bedded and jointed in CM 1:6 and pointed in CM 1:3 complete all specified and directed by Engr-In-Charge.
200
-
-
M & L for Bricks, sub class B, laid on edge in floors; old size bricks bedded and jointed in CM 1:6 and pointed in CM 1:3 complete all specified and directed by Engr-In-Charge.
50
-
-
M & L for Cement concrete 1:2:4, B0, (12.5 mm stone aggregate) as in benching , haunching , coping , surface channels and filling a complete all as specified & directed by Engr-In-Charge.
11.5
-
-
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil an removal of upto 50 m distance all as specified and directed .
5
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. all as specified and directed .
1
-
-
S&F in repair reinforced concrete pipes, class NP2, 300 mm Dia laid and jointed complete with collars all as specified and directed.
25
-
-
M&L for concrete bed to drain pipes including packing under,and haunching against the sides of pipes after they are laid and tested; in 1:3:6, Type C2, for 300mm Dia Pipe all as specified and directed.
25
-
-
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