Military Engineer Services Tender
View complete overview of Lakshadweep MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Jan 2024
Closing Date1 Feb 2024
Tender Amount₹ 39,56,000
Costs
EMD
₹ 79,120Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_636164_1Bid Award Id
ViewTender No
8387/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Material and labour for cement concrete type D-2 (1:4:8) using 40mm graded aggregate of 75mm thick as in sub base complete all as specified and as directed by Engineer-in-charge.
184
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Material and labour for 40mm thick, PCC (1:2:4:) type B1, 20mm graded stone aggregate as in top wearing layer, surface finished even and fair without using extra cement complete all as specified and as directed by Engineer-in-charge.
184
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Material and labour for precast cement concrete 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in block masonry with solid blocks, exc 10cm in width and setting in CM 1:6 complete all as specified and as directed by Engineer-in-charge.
7.25
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Material and labour cement concrete type D-2 (1:4:8) using 40mm graded agregates, 100mm thick as in sub base concrete complete all as specified and as directed by Engineer-in-charge.
567
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Material and labour for 100mm thick, PCC (1:2:4) type B1, 20 mm graded stone aggregate as in top wearing layer, surface finished even and fair without using extra cement complete all as specified and as directed by Engineer-in-charge.
567
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Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'A' complete all as specified and as directed by Engineer-in-charge.
50
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Material and labour for PCC 1:3:6 Type C2 (using 40mm graded aggregate) any thickness, size or shape including pilasters,buttresses, columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and as directed by Engineer-in-charge.
0.5
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Supply and fix plain plates square cut or notched (ordinary and counter sunk) forming holes, without any attachment, Fe 410-W (Gde-E-250) quality-A complete all as specified and as directed by Engineer-in-charge.
12
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Supply and fix 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, 20mm dia of neck and length of bolt exc 15 cm and n exc 30 cm complete all as specified and as directed by Engineer-in-charge.
5
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Material and labour for 150mm tubes medium grade galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge.
12
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Material and labour 100mm Tubes medium grade galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge.
6
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Material and labour 50mm Tubes medium grade galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge.
12
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Material and labour for providing for steel wire rope of 8mm dia with fixing arrangement complete all as specified and as directed by Engineer-in-charge.
48
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Material and labour forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed by Engineer-in-charge.
21.6
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Supply and fix for preparation of new or previously untreated surfaces and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome of any description, over 10 cm in width or girth, not otherwise described complete all as specified and as directed by Engineer-in-charge.
45
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Material and labour for surface dressing n exc 15 cm deep complete all as specified and as directed by Engineer-in-charge.
40
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Material and labour for rolling and consolidating formation surfaces in cutting with hand roller exc 0.20 tonne and not exc 0.50 tonne complete all as specified and as directed by Engr-in-Charge.
4
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Soling (or sub base) of 100mm thick broken boulders or quarried stone, inter stices filled, surrface formed and rolled and consolidated to required gradient and camber required complete all as specified and as directed by Engineer-in-charge.
4
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Material and labour for 7.5cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and as directed by Engineer-in-charge.
4
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Sand cushioning 6mm and below of aggregates 30mm thick consolidated thickness under pawer block including levelling and consolidation with mechanical surface vibrator complete all as specified and as directed by Engineer-in-charge.
2
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Material and labour for 60mm thick M-35 grade machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade finished with grey cement or colour pigments complete all as specified and as directed by Engineer-in-charge.
40
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Material and labour for Providing type B-1, 1:2:4 using 20mm graded aggregate as in roof kerbs or mud stops, rounded or chamfered on edges of 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 etc complete all as specified and as directed by Engineer-in-charge.
0.8
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Material and labour for providing of painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow etc for adequate nos of coats complete all as specified and as directed by Engineer-in-charge.
35
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Supply and fix for SS hand railling of 50mm dia of 304 grade as in hand rail, 0.9m height with SS 304 grade 32 mm dia balustors at 1.2m c/c and three nos horizontaly of 10 to 15 mm dia 0.20m c/c SS 304 grade chain rail parallel to hand rail fixing in parapet wall not less than 0.10m and through out the debris away from MD land and making surface good as previous complete all as specified and as directed by Engineer-in-charge.
Note:-
Thickness of pipe should not less than for (a) 50mm dia of pipe wall thickness should not be less than 3.15mm.
(b) 32mm dia of pipe wall thickness should not be less than 2.50mm and 10-15 dia of pipe should bot be less than 1.75mm.
28
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer-in-charge.
62
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Removal of surplus soil to a distance n exc 50 mtrs and depositing where directed at a level n exc 1.5 mtrs from starting point complete all as specified and as directed by Engineer-in-charge.
75
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Material and labour for granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and as directed by Engineer-in-charge.
38
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Material and labour for granite (of any type) tiles 20mm thick machine cut, in skirting/dado laid over cement screed and jointed with grey cement slurry, and pointed with white cement with mixture of pigment to match the shade of granite stone including grinding and polishing complete complete all as specified and as directed by Engineer-in-charge.
16
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Supply, laying, connecting and commissioning of LT under ground cable of 10sqmm 4 core 1100 volts grade XLPE insulated armoured heavy duty electric cables with aluminium conductor including connecting with suitable size of cable glands lugs etc. laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-charge.
120
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Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr deep for taking out/laying of cable and getting out in any type of soil complete all as specified and as directed by Engineer-in-charge.
29
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Material and labour for sand cushioning with Sand in two layer,first layer of 80mm thick before laying of cable and second layer of 150mm thick after laying of cable in trenches/ducts for cable including consolidation of each layer complete all as specified and as directed by Engineer-in-charge.
Note: Thickness of sand cusioning shall be measured after punning.
7
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supply and Laying unreinforced precast concrete cable cover class LV 1 flat size of size 250x150x40 mm for LT Cable all sizes complete all as specified and as directed by Engineer-in-charge.
708
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Material and labour for cutting the existing hardstanding not less than 25cm in deep and 45cm in width for laying of underground cable through GI pipe and making good the disturbed surfaces complete all as specified and as directed by Engineer-in-charge.
10
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Supply and fix GI tubing 50 mm dia light grade ISI marked laid in trenches complete with all accessories such as Tees union , bend ,elbow nipple reducer etc as required for protection of UG Cable on floor ,Pole etc complete all as specified and as directed by Engineer-in-charge.
10
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Supply and fix LED flood light 70 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp complete all as specified and as directed by Engineer-in-charge.
8
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Supply and fix FRP (Fiber Reinforced Polymer composite) pole conical embeded type 8.5 mtr long along with 1000mm single arm FRP bracket including necessary foundation and fixing arrangements complete all as specified and as directed by Engineer-in-charge.
8
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Supply and fix post top lantern LED type 40 watt 230 volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp complete all as specified and as directed by Engineer-in-charge.
5
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