Military Engineer Services Tender
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The MES has issued a formal invitation for competitive bids for the Military Engineer Services project, for Special Repair To Internal Road Under Ge (west) Jrc in Jalandhar, Punjab, with an estimated contract value of Rs. 48,50,000. The bid opening date for this tender is 17-12-2022 and the last date for bid submission is 16-01-2023. Interested bidders for Military Engineer Services tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Military Engineer Services - MES Tender
Opening Date17 Dec 2022
Closing Date16 Jan 2023
Tender Amount₹ 48,50,000
Costs
EMD
₹ 97,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MES_569766_1Bid Award Id
ViewTender No
8322/62/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Schedule A Notes, Schedule of Credit Schedule B C D Special Conditions Particular Specifications and other connected documents
BOQ Items
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M&L for PCC 1:2:4 type B-1(using 20 mm graded stone aggregate) as in channels/benching of manhole, drain,laid to shape and slope and surfaces finished even and smooth using extra cement, complete including all form work etc all as specified and directed.
2
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Removing Excavated soils n.exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point.
120
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M&L for providing and marking broken center line/side line/zebra line on road pavement and the like of any description & width, with thermoplastic paint hot applied with machine, confirming to BS 3262 and according to the specification laid down by IRC & MOST (Ministry of Surace Transport) specification 2001 (4th revision) complete all as specified and directed.
400
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M&L for preparing of unsurfaces water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen @ 10 kg per 10 Sqm of road surface and laying rolling consolidating bituminous premix ashpaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete and rolling to uniform smooth surface with 8 to 10 ton power road roller or using pneumatic power roller with vivratory systems all as specified and directed.
80
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150mm thick two layers each of 75mm thick layer (compacted thickness) water bound macadam with coarse aggregate (Granite, trap or basalt) of grading-3 (50mm to 20mm size) blinded with stone screening type ‘A’ spread, rolled with 8 to 10 tonne power road roller or using pneumatic power roller with vivratory systems , hollows made to form true surface and consolidated to required gradient and camber complete all as specified and directed.
80
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M&L rendering 15 mm thick in CM 1:4 on brick work (other than fair faces)including finishing the surface fair and even without using extra cement.
252
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S&F Solar stud 125mmx125mmx25mm size made of aluminium alloy and PC construction, solar controller, fixing with epoxy adhesive complete all as specified and directed.
70
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M&L pre-cast cement concrete curve blocks machine made (1:2:4) type B1 of size 300mmx100mmx200mm using 20mm graded stone aggr set in cement mortar 1:6 on side of road including necessary excavation and embedding in ground to the required depth as directed and temping around after filling earth and removing surplus soil to a distance n exc 50m complete all as spd and directed.
15
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Excavation in trenches not exc 1.5m wide and not exc 1.5m deep for foundation etc for shafts, wells, cesspits , manholes pier holes, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
150
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Material and labour for cement concrete 1:2:4 Type B-1using 20 mm graded stone aggregate as in copings, weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by the Engineer-in-Charge.
3
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Material and labour for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius with old size bricks built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge
35
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Reinforced concrete pipe 300mm bore pipe class NP3 laid , tested and jointed with collars as per SSR part I clause No 18.74.4 complete all as apd.
30
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M&L preparing old black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat of paving bitumen at the rate of 5 Kgs per 10 square metre of road surface and providing 30 mm thick (consolidated thickness) semi dense asphaltic concrete with 5.5% of binder by weight of total mix, mixed in hot mix plant, laid, rolled and compacted to required camber and gradient with 8 to 10 Tonne power road roller complete all as specified and directed.
725
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Material and labour for cement concrete foundation 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete and under floor as sub base etc., complete
12
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M&L preparing old black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat of paving bitumen at the rate of 5 Kgs per 10 square metre of road surface.
170
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M & L for applying two coat of synthetic enamelled paint over one coat of red oxide primer including preparation of new steel surfaces of any description not otherwise described over 10 CM girth or width all as directed by the Engr in charge
39
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Soling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber for 150 mm thick spread thickness.with power roller exceeding 8 Tonne and not exceeding 12 Tonne.or using pneumatic power roller with vivratory systems all as specified and directed.
80
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Returing, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cms in soft /loose soil.
30
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Material and labour for repair to pot holes any depth, not exc one sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) and making good applying tack coat of paving bitumen @ 10kg per Ten sqm, putting semi dense asphaltic concrete with 5.5% of binder by weight of total mix, mixed in hot mix plant, laid, rolled and compacted to required camber and gradient with 8 to 10 Tonne power road roller, depth of pot holes exc 30mm complete all as specified and as directed by the Engr-in-Charge.
8
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M&L for concrete bed for 300mm in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under, and completely surrounding the pipes with concrete after they are laid and tested complete all as specified and directed.
30
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