Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Jul 2024
Closing Date17 Sep 2024
Tender Amount₹ 41,00,000
Costs
EMD
₹ 82,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_655330_2Bid Award Id
ViewTender No
8383/E8/GENDTender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Taking down Cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. Complete all as specified and directed.
396
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M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6.. Complete all as specified and directed.
28.8
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M & L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates, bonds and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work.. Complete all as specified and directed.
7.2
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Formwork curved to Rough finished concrete to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for fair surfaces of finished . Complete all as specified and directed.
36
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M&L for rendering 15mm thick on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:4 and finished smooth and even without using extra cement including water proofing compound, Note: WPC shall be measured & paid separately. Complete all as specified and directed..
684
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Precast cement concrete 1:2:4, typeB1 (Using 20 mm graded granite stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4.. Complete all as specified and directed.
122.4
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Mild steel 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.
13010
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M & L for Integral water proofing compund. Complete all as specified and directed.
88.65
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S&F Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified.
89
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S&F Two in one Tap mild steel chromium plated suitable for 15 mm dia pipe complete in all respect as specified.
89
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft / Loose soil complete all as specified and as directed.
840
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Excavation over areas not exceeding 1.50 m in depth and getting out in Soft / Loose soil complete all as specified and as directed.
75.6
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Removal of excavated material [Soil] to a distance exceeding 250m and not exceeding 500 m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed.
70.6
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M & L for forming embankments using approved earth obtained from MD land / excavation over areas including raising earth, spreading in layers not exceeding 30cm thick, watering, ramming / rolling and finishing to required size, shape, etc., not exceeding 1.5m high from base complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming / compaction.
20
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Rolling and consolidating formation surfaces in cutting by using power road roller of 8 to 12 ton capacity complete all as specified and as directed by Engineer-in-Charge.
84
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M & L for Soling of spread thickness 100mm with broken boulders or quarried stones, interstices filled, surface formed and rolled with power road roller of 8 to 12 ton capacity and consolidated to required gradient and camber complete all as specified and as directed.
84
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M & L for 100 mm thick [compacted thickness] [Two layers of 50mm thick each] Water Bound Macadam with coarse aggregate of Grading 1 [90 to 40mm size] spread, rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed.
72
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M & L for Preparing surfaces of unsurfaced Water Bound Macadam surfaces 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 dirt etc. and applying evenly a priming / tack coat with bituminous primer at 10 KG per 10 Sq.m of paving bitumen and laying Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified.
Note: Minimum Bitumen content shall be 5.5% as specified here in above. Please note that if the actual quantity of bitumen to be incorporated on approval of Mix–Design is found more than the minimum bitumen content specified above, No price adjustment shall be made for actual bitumen content of Mix–Design. Bitumen shall be Paving Bitumen of Grade VG–30 and shall be procured by the contractor.
72
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M & L for Road Marking Strips, Lines, Dashes, Arrows, Letters etc of 2.5 mm thick [Reflective Type] of colour White or Golden Yellow on roads, pavements and the like exceeding 10cm wide with Hot Thermo Plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per MOSRT & H specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed.
20
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M & L for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.
0.36
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M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed.
2.52
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M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4 and finishing the top surface even and smooth without using extra cement complete all as specified and as directed.
17.28
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M & L for preparing newly plastered wall surfaces and applying three coats of white washing complete all as specified and as directed.
17.28
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M & L for Plain / Reinforced cement concrete Type C1 [Nominal Mix] 1:3:6 using 20mm graded stone aggregate cast in situ in lintels up to 1.5m span, Cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.
0.18
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M & L for 450 mm dia RCC Pipes, Class NP 3, laid and jointed with collars laid in trenches and jointed complete all as specified and as directed.
20
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M & L for concrete bed to drain pipes of size 450 mm bore packing under and haunching against the sides of pipes after they are laid and fitted in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed.
24
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