Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date5 Jun 2020
Closing Date29 Jun 2020
Tender Amount₹ 36,37,971
Costs
EMD
₹ 1,01,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MES_316876_3Bid Award Id
ViewTender No
86771/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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WBM 150mm (compacted thickness) in two layers (75mm each) with granite trap or basalt aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) spread rolled with power roller, 8 to 12 tonne to form a true surface.
34
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Applying evenly a priming/tack coat with paving bitumen at the rate of 10kg per 10 Sqm.
34
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Preparing surfaces /unsurfaces WBM by brushing with wire brushing for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc.
34
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Repairs to pot holes any depth, not exceeding 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 Sqm of paving bitumen,VG-10 putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m of paving bitumen, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of pot holes exceeding 30mm complete all as specified & directed.
4.6
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Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm, exc 50mm and n exc 100 mm deep complete all as specified and as directed.
118.44
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M &L preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally cleaning the surfaces with mechanical compressor to remove all loose dirt etc and applying evenly priming / tack coat with bituminous primer (paving VG - 10 grade bitumen) @ 5 Kg per 10 Sqm complete all as specified & directed.
687.44
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Premix bituminous maacadam laid and rolled and compected to required gradient and camber with 8 to 10 MT power roller (consolidated thickness 75mm or less) using 4% binder content by weight of total mix
81.77
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M &L applying evenly tack coat with bituminous primer (paving VG - 10 grade bitumen) @2.5kg/10sqm over bituminous surface complete all as specified & directed.
368.44
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Bituminous premix asphaltic dense concrete 40mm consolidated thickness with 5.5% binder content as in semidence asphalic concrete rolled and compacted to reqd camber and gradient using 8 to 10 tonne power roller complete all specified & directed.
34
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M& L for premixed bituminous semi-dense asphaltic concrete 30 mm consolidated thickeness with max 5.5% binder content, paving butimen VG - 30 grade by weight of total mix, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all specified & directed.
687.44
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M&L Moorum/red bajri for side berms Spreading and leveling in layers n.exc 15cm thick well ramming including watering and consolidation with power roller all as specified.
187.6
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RCC hume pipe culverts 450 mm dia reinforced NP2 pipe laid and jointed with collars
41
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M&L Cement concrete 1:3:6, type C1 (using 20mm graded agg) as in coping.
0.8
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M & L rendering in CM (1:4), 15mm thick finished even and smooth witout using extra cement.
8
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M & L preaparing newly plastered surfaces and applying three coats of white wash
8
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M & L for Cement concrete as PCC 1:4:8 type D-2 using (40mm graded stone aggregate) as foundations,filling and mass concrete complete all as specified.
62.33
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M&L brick work with sub class B bricks, straight or curved on plan n.exc 6m mean radius in cm 1:6 using old size brick.
6
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Excavating in trenches, n exc 1.5 m wide and n exc 1.5m 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 m in depth and getting out Soft/Loose soil all as specified.
37
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm hard/dense soil all as specified.
9
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Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point
130
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M&L for Plain Cement concrete type B-1, 1:2:4 (using 20mm graded aggregate) as in surface channels and drains complete all as specified
0.3
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.
25
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M&L for providing precast cement concrete 1:2:4 type B-1 using 20 mm graded stone agg as in kerb stone and similar work etc incl weathering slighting rounded or chamfered angles and throating and setting in CM 1:6 all as specified.
32
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Ditto all as per sl item No:26, but except Kerb stone
32
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Dismantling of stone slabs and tiles laid bedded and pointed in any mortar of any description or thicness in floors, apron etc all as specified.
102.5
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Dismantling of bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs stone, aprons etc (each layer) laid bedded and pointed in any mortar of any all as specified.
24
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Demolition of concrete in ground floors & paving not exc 15cm thickness (below or above ground level) complete all as specified.
50
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M & L Machine pressed precast concrete interlocking paver cobble stone block 100X100mm, of any colour confirming to IS 15658-2006 of rubber moulded 60mm thickness, M-35 Grade with grey cement and pigment
525
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M & L Machine pressed precast concrete interlocking paver block of any colour any shape and size confirming to IS 15658-2006 of rubber moulded 60mm thickness, M-35 Grade with grey cement and pigment
500
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M & L for Sand filling under floors or in foundation including watering and consolidation
30.75
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M & L for Moorum 75 mm spread thickness, rolled and consolidated to gradient and camber required all as specified.
73.8
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S&F 110mm bore PVC(SWR) pipes single socketed in any length wilth rubber ring joints laid in floor or on walls complete all as specified
89
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Demolition & breaking up of 150 mm dia of drain pipe (salt glazed stone ware AC or reinforced concrete) set in cement mortar.
89
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M&L for preparing new surface of stone any description over 10 cm girth or width applying two coats of synthetic enamel paint over a coat of primer all as specified and directed by engr-in-charge.
220
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M&L for preparing old decorative plastered/ unplatered surface of walls/ stones by removal of existing treatment washing down and applying two coats of synthetic enamel paint over a coat of primer all as specified and directed by engr-in-charge.
220
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M&L for hard core of broken stone or boulders of gauge n'exc 63mm, deposited,spread,and levelled in layers n'exc 15 cm thick watered and well rammed to a true surface all as specified and directed.
50.5
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