Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 39,40,000
Costs
EMD
₹ 78,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_682510_1Tender No
8228/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://mes.gov.in
GEM & Bid Advisory Services
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BOQ Items
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed at a level not exceeding 1.50m above the starting point.
45
100
-
Providing, cement concrete Type B1 1:2:4 using 20mm graded aggregates as in kerbs, 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed
10
100
-
M&L for broken stone or boullders Hardcore of gauge n exc.63 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface.
75
100
-
M&L for 100mm thick PCC 1:4:8 type D2 using 40mm aggregate as in base complete all as specified and as directed..
500
100
-
M&L sand layer under floor of interlocking paver tiles incl watering and consolidation.
125
100
-
M&L for pressed precast concrete interlocking paver block any shape and size conforming to IS 155658 - 2006 of 80 mm thickness M-40 grade with grey cement and pigment and including required sand cushing, sealing the edges complete all as spicified and directed by Engr in-Charge.
500
100
-
S & F (PVC (SWR) pipe 110 mm bore single socketed in any length with rubble ring joints as in weep holes all as directed by Engr -in-Charge.
100
100
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil.
3.75
100
-
Excavation over areas n. exc 1.50 m deep and getting out in soft/disintegrated rock all as specified.
189
100
-
Rolling and consolidating formation surfaces with power roller exc 8 tonne and n.exc 12 tonne in cutting.
37.8
100
-
Removal of excavated rock to a distance exc 50m and not exceeding 250m and dspositing where directed
162.5
100
-
M&L returning filling in including spreading, levelling, watering and well ramming in layer not exceeding 25 cm thick for soft/disintagrated rock.
26.5
100
-
Removing excavated material to a distance exc 250m but n.exc 500m and depositing where directed
162.5
100
-
M&L for 200 mm thick (compacted thickness) Granular Sub Base (GSB) using 63 mm stone aggregate Grade-1 deposited, spread and levelled in two layers of 75 mm thick each watered and rolled with 8 to 10 Tonne power roller.
37.8
100
-
M&L for WMM 150 mm thick ( compacted thickeness ) in layers of 75 mm each, using stone aggregate of grading as specified in table 400-11 of IRC Publication viz.premixing the material with water at OMC in machanical mixer plant laying in uniform layers with paver and compacting with vibrater roller to achive the desired density complete all as specified.
37.8
100
-
M&L for 125 mm thick DLC M-15 with 7days compresive strength as 10 Kg/Cm2 with 20 mm aggregate
378
100
-
M&L for 10 mm thick sand cushioning
3.78
100
-
M&L for HDPE film, 400 micron thick laid and secured for laying over PDC
378
100
-
M&L 200 mm thick PQC in pavement/hardstanding of flexrual strength of 45 kg/sqcm including formwork in field using non circular synthetic fibre @0.25% by weight of cement complete all as specified (Non Circular fibre rate considered seperately)
171
100
-
M&L for finishing concrete roads, pavements by belting/surface vibrator
37.8
100
-
M&L for finishing concrete roads, pavements by brooming.
37.8
100
-
M/L for forming 25 mm wide Expansion joint in 200 mm thick concrete pavement and filling with 25 mm thick premoulded high density filler board HD 100 as specified and provn of 30 mm dia polythene rod and top 15 mm primed & filled with cold applied joint ceiling compound . The concrete surface the joints shall be made dry and free of dirt and vaccume cleaned by a mechanical device and seating the joints with polysulhid based sealant (backup material) over two coat of approved primer , before 30 minutes to pouring the sealant all as per manufacturers instruction and as directed,with a performance warranty of 10 years.
36
100
-
Supply and apply for forming Dummy joints of 15 and 8mm width and back up rod 10mm dia filled with polyurethane/polysulphide based sealent used with primer all as manufacturer instruction with a performance warranty of 10 years.
176
100
-
Supply and apply for forming Constructionjoints of 25 and 8mm width and back up rod 10mm dia filled with polyurethane/polysulphide based sealent used with primer all as manufacturer instruction with a performance warranty of 10years.
50
100
-
Supply only polyester triangular fibre/non circular synthetic fibre as secondary reinforcement in all types of concrete.
75.6
100
-
M&L Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow all as specified and directed .
42.75
100
-
M & L moorum/red bajri spread rolled and consolidated to gradient and shoulder required spread thickness 150 mm complete all as specified and directed .
8.4
100
-
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