Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Jan 2022
Closing Date31 Mar 2022
Tender Amount₹ 16,89,468
Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MES_502605_1Bid Award Id
ViewTender No
GE 874/EWS-63/2021-22Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls, built in Cement Mortar 1:4 complete all as specified.
20
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Stone walling of Random rubble stone masonry, brought upto course well bonded, bedded and solidely hearted built in Cement Mortar (1:4) including providing weep holes, complete all as specified and directed.
20
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-
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Taking down cement plaster on brick or stone wall etc. including racking out joints hacking for key and scrubbing down with water etc. complete all as specified.
300
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Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed face beds and joints of random rubble walling uncoursed or brought upto course surface n exc.40mm in granite or trap stone complete all as specified and directed.
84
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PCC (1:2:4) type B-1 (using 20mm graded stone aggregate), in coping and the like including weathering, slightly rounded/ chamfered angles with and including necessary use and waste of form work for fair finished surfaces of concrete, complete all as specified and directed.
5.6
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Rendering 15mm thick on fair faces of brick work or concrete surfaces in Cement Mortar 1:4.
300
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-
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M& L for applying two coats of cement base paint on newly plastered surfaces including preparation of surface complete all as specified.
300
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-
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Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in soft/loose soil complete all as specified.
655
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Cement concrete cequered coloured tiles 20cm x 20cm x 20mm thick, machine pressed with pigment , set jointed and pointed in neat cement slurry in floors, and cut and polished.
225
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M&L 60 MM thick factory made coloured inter locking cement concrete tiles with Grade of M-35 conforming to IS 15658-2006 manufacterd by hdraulic pressure process, with grey cement and pigment laid over sand complete all as specified and directed. Note:- Tiles shall be approved by GE in writing before incorporation in work . ( Sand for cushioning shall be measured & paid Separately).
150
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M&L 80 MM thick factory made coloured inter locking cement concrete tiles with Grade of M-35 conforming to IS 15658-2006 manufacterd by hdraulic pressure process, with grey cement and pigment laid over sand complete all as specified and directed. Note:- Tiles shall be approved by GE in writing before incorporation in work . ( Sand for cushioning shall be measured & paid Separately)
130
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M & L for 75 mm thick cement concrete 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in sub base for PCC path complete all as specified and directed.
505
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M&L, Sand cushion ( 25 mm thick ) fillig under floors/path incl watering and consolidation complete all as specified.
12.6
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M&L for Providing, cement concrete , 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 not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed as directed by Enginner- in -Charge.
2.8
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Dismantling wrought iron or mild steel work of any description not otherwise provided for.
0.6
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S & F ISA 75 x 75 x 10mm as in posts and struts in fencing including cutting tops to shape as directed , drilling holes notching for wire etc conforming to Fe 410 or Fe 310.
400
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M& L PCC 1:3:6 type C-2 as in fdn of posts and struts.
10.8
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M & L 10 mm dia MS round bar for fixing of chain link fencing with post.
308.5
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S & F 10mm dia 40mm long MS screw bolt machine made with hexagonal or Square head at one end and screwed the other,screwed end fixed with washer complete.
20
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S & F Galvinised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails including securing or tying with and provision of galvinised MS wire staples or steel pins fixed in repairs complete.
2
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Restraining, resecuring including making good staples Galvinised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails including securing or tying with and provision of galvinised MS wire staples or steel pins fixed in repairs complete.
1.5
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M&L two coats of synthetic enamel paint over redoxide over 10 cm width/girth on steel surface incl preparation of surface complete all as specified.
40
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M&L two coats of synthetic enamel paint over redoxide n.exc 10 cm width/girth on steel surface incl preparation of surface complete all as specified.
20
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PCC (1:2:4) type B-2 (using 40mm graded stone aggregate), as in surface channel and drains, complete all as specified and directed.
6.75
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Precast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded over aggregate) for manholes cover slab etc placed in position in Cement Mortar 1:4.
5
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TMT bar 10mm dia and over cut to length bent to shape reqd incl cranking bending, spirally for hooping for columns, hooking ends and binding with and icl mil steel wire (annealed) not less than 0.90mm dia complete all as specified and directed.
170
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Raised pointing to random rubble stone masonry , uncoursed or brought upto courses in cement mortar 1:3 complete all as specified and directed.
18
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UPVC pipes 110mm bore type A ISI marked in any length with rubber ring joints and fixed to walls as in weep holes complete all as specified and directed.
30
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Rolling and consolidating formation surfaces in cutting/filling in any type of soil with Power roller 8 to 12 tonnes.
15
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100mm thick soling (or sub base ) with brocken boulders or quarried stone, interstics filled, surface formed and rolled and cosolidated to required gradient and camber .
15
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M& L for 75 mm thick PCC type D-2 1:4:8 as in subbase of floor.
11.25
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M&L100mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) placed in alternate bays all as specified
150
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Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide.
40
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M&L for moorum/red bajri filling in berms in layers n exc 15cm thick spread levelled and rammed including watering.
10.8
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PVC (SWR) pipes 110mm dia any length single socketed with rubber ring joint, laid in floor/walls as soil pipe, fixed in repair, complete all as specified.
100
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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.
15
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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point.
98
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Excavation in post holes each n. exc 0.50 cum, getting out in soft/loose soil and removing surplus material n. exc 50 mtr and making good disturb surfaces all as specified.
50
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Material & Labour for cleaning of sewage lines, manholes of any size and depth working in foul condition of manholes and sewage lines by roding to and fro flushing with water in sewage line between successive manholes and keeping the system functional including water closet floor traps nahani traps gully traps etc upto final drop/outlet into septic tanks removing all blockage in foul situation with mechanically equpt including cleaning of soil/waste/vent pipes and rain water pipes of any description and size in the Tangdhar area of AGE B/R-II (Contractor shall provide 2 safaiwala daily).
150
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Material & Labour for cleaning of sewage lines, manholes of any size and depth working in foul condition of manholes and sewage lines by roding to and fro flushing with water in sewage line between successive manholes and keeping the system functional including water closet floor traps nahani traps gully traps etc upto final drop/outlet into septic tanks removing all blockage in foul situation with mechanically equpt including cleaning of soil/waste/vent pipes and rain water pipes of any description and size in the Trehgam, Niyari, Chowkibal area of AGE B/R-II (Contractor shall provide 2 safaiwala daily).
90
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