Military Engineer Services Tender
View complete overview of Meghalaya MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Jan 2024
Closing DateCancelled
Tender Amount₹ 9,50,000
Costs
EMD
₹ 19,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_MES_611058_4Tender No
8683/SHL/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
BOQ Items
Material and labour for Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the
cleaned surface with gunny bags or compressed air to remove all loose dirt etc. on unsurfaced water bound macadam and applying evenly a priming/ tack coat with bituminous primer at 10 kg per 10 sq metre using with paving bitumen (VG 10 Grade) complete all as specified and directed.
31
-
-
Material and labour for providing premixed bituminous macadam laid/rolled and compacted to required gradient and camber using 8 to 10 tonne capacity power roller (consolidated thickness 75mm or less) using paving bitumen (VG 30 Grade) @ 4% by weight of total mix complete all as specified and directed.
15.5
-
-
Material and labour for applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre using with paving bitumen (VG 10 Grade) complete all as specified and directed.
31
-
-
Material and labour for providing bituminous premixed carpet 40mm consolidated thickness with 0.54 cum of stone chipping mixed with 29.20 Kg of binder (paving bitumen of grade VG-30) per 10 Sqm, rolled and compacted to required camber and gradient etc. complete all as specified and directed.
31
-
-
Material and labour for liquid seal coat using paving bitumen @ 9.8 Kg per 10 Sqm, blinded with 6.3mm size of stone chipping @ 0.09 Cum per 10 Sqm (paving bitumen of grade VG-30), rolled with 8 to 10 tonne power roller to uniform fair surfaces complete all as specified and as directed.
31
-
-
Material and labour for applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and directed.
20
-
-
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, pillars etc. disposal of unserviceable materials, debris and rubbish to a distance complete all as specified and directed.
4
-
-
Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) and disposal of unserviceable materials, debris and rubbish to a distance complete all as specified and directed.
2.5
-
-
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
7
-
-
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed.
2
-
-
Removing excavated material exceeding 1.50 km but not exceeding 5 km and deposited where directed complete all as specified and directed.
5
-
-
Material and labour for hard core, broken stone/ boulders of gauge not exceeding 63mm spread & levelled in layers not exceeding 15 cm thick complete all as specified and directed.
2.5
-
-
Material and labour for cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
2.5
-
-
Material and labour for cement concrete (1:2:4) type B-2 (using 40 mm graded stone aggregate) as in surface channel and drain complete all as specified and directed.
0.35
-
-
Material and labour for Walling of stone, regular coursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed.
9
-
-
Material and labour for RCC slab (nominal mix) type A-1, 1:1.5:3 (using 20 mm graded stone aggregate) supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified and directed.
4
-
-
Material and labour for TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
330
-
-
Use and waste of formwork to soffit of suspended stabs such as roof stabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) flat complete all as specified and directed.
18
-
-
Material and labour for Precast PCC (1:3:6) type C1 (using 20mm graded stone aggregate) solid block masonry exceeding 10cm in width or girth and setting in CM (1:6) complete all as specified and directed.
1.1
-
-
Material and labour for Plain Cement Concrete Type B1, 1:2:4 (using 20 mm graded stone aggregates) cast in situ in cills and other similar bands, plinth courses, parapets, copings, hold fast, bed plates and the like including use and waste of form work, weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
0.7
-
-
Material and labour for rendering 15mm thick on stone masonry surfaces or concrete surface in CM 1:4 finished even and fair without using extra cement complete all as specified and directed.
40
-
-
Material and labour for preparing newly plastered surface of walls and applying three coats of white wash complete all as specified and directed.
40
-
-
Removal of building Materials/ debris to a distance of 1 KM including loading, unloading, stacking and dumping /leveling at the destination from work site. (Note: 1 Metric Tonne means One Load)
13
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements