Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Nov 2024
Closing Date25 Nov 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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Documents
SPL REPAIR TO INTERNAL ROAD IN 153 TA AND 9 ARTY BDE CAMP UNDER GE (NORTH) MEERUT CANTT
Financial Bid Schedule A
Special Conditions and Particular Specifications
General Conditions of Contract and Schedule of Minimum Wages
Report Missing Document

BOQ Items

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M&L for cleaning the road surface of dirt, oil/grease and forgin materials etc and applying 2.5mm thick road marking strips (Retro reflective) of white/yellow colour using hot thermoplastic material by fully/semi automatic thermoplastic paints through authorised applicator complete all as specified and directed.

650

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M&L for repair to pot holes any depth not exc 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 25mm in depth, making good by applying a tack coat of paving bitumen VG-10/30 @ 5 kg per 10 sqm and putting in bituminous macadam carpet well rammed & sealed with binder VG-10/30 @ 9.8 kg per 10 sqm, binder with 0.09 Cum of stone chippings, 6.3 mm size and again will rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30mm complete all as specified and directed.

4

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M&L for Premix bitumious macadam mixed with paving bitumen @ 4% binder (viscosity grade VG-10/30) contents any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness not exc 75mm) with 8 to 10 ton power roller complete all as specified and directed.

58

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S&F in repair Long Solar Delinator made out of Medium grade MS pipe 75mm dia, 1.20 Mtr heigh (0.90m above ground level and 0.30m below ground level) wrapped with three Nos high reflection tape in red, yellow, white in colour of 150mm height and 50 micron thickess of each. Reflected portion covered with welded mesh of 3mm wire dia wire and 50mm x 50mm mesh including necessary painting, excavation and embedding in PCC (1:2:4) block size of 250mmx250mmx350mm all complete as specified and directed. Make - 3M, (ID-IE51058819) Solar vertical delinator or its equivalent as approved by GE.

10

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S&F in repair Long Delinator made out of Medium grade MS pipe 80mm dia, 1.10 Mtr heigh (0.80m above ground level and 0.30m below ground level) wrapped with three Nos high reflection tape in red, yellow, white in colour of 150mm height and 50 micron thickess of each. Reflected portion covered with welded mesh of 3mm wire dia wire and 50mm x 50mm mesh including necessary painting, excavation and embedding in PCC (1:2:4) block size of 250mmx250mmx350mm all complete as specified and directed. Make - OSCAR (Model-OS-801), 3M, TATA BP Solar or its equivalent as approved by GE.

40

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S&F in repair Bi-Direxctional Reflective type road sollar studs illuminated (100mmx90mmx17mm) yellow/red both sides of rectangular/square shape made out of thermoplastic body fixed on road with bitumen adhesive as per manufacture's instructions having abrasion resistance ceremic coating and reflective surface complete all as specified and directed. Make - 3M (ID-31928514) Solar Studs or its equivalent as approved by GE.

41

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S&F in repair Cat eyes ABS Body with scratch and abrassion resistant,microprismatic,polycarbonate and ultrasonically welded lense of temperature resistance body of size 100mmx90mmx17mm fixed on road with bituminous adhensive as per manufacture instruction having abrasion resistance creamer and reflective surface complete all as specified and directed. Make :- 3M Or equivalent approved by GE

760

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S&F convex mirror size 100cm outer dia having 80mm dia MS pipe post medium grade 2.5m long including necessary fixing arrangements, excavation and earth work in soft/loose soil, foundation in PCC 1:2:4 type D-2 of size as 30cmx30cmx40cm complete all as specified and as directed. Make :- OSCAR (Model-OS-790) Or equivalent approved by GE

10

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M&L for providing and laying 25mm bitumen mastic wearing course (as per specification) with industrial bitumen of grade 85/25 conforming to IS:702 prepared by using mastic cooker and laid to required level and slope including providing anti skid surface with bitumen recoated fine grained hard stone chipping of approved size at the rate of 0.005cum per 10 Sqm and at approximate spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface including cleaning the surface removal of debris etc (considering bitumen using 10.2% as per MORTH specification complete all as specified and as directed.

180

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S&F Stainless steel Sign Board of Size 4'x3' supported on legs 50mm dia stainless steel 304 grade pipe of height 80" on each side of road with 4'x3' SS square pipe frame of diameter 1 inch including 3mm ACP Sheet both side visibility digital HP print as per art work reflective (as directed by GE) complete all as specified and directed.

3

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Demolition of cement concrete of ground floor not exc 15 cm thickness (below or above ground level) complete all as specified and directed.

43.61

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M&L for 75mm thick cement concrete type D-2 1:4:8 (using 40 mm graded crushed stone aggregate) for sub base flooring complete all as specified and directed.

436.05

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M&L for machine presse precast concrete coloured interlocking paver block any shape & size conforming to IS-15658-2006 of 60mm thickness M-35 grade with grey cement and pigment over and including 50mm thick river sand cushioning and packing the edges/sides of the block with PCC 1:2:4 complete all as specified and directed. Note:- The cost of sand cushioning shall be included in the unit rate quoted by the contractor.

436.05

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M&L for type B-1 1:2:4 (using 20 mm graded crushed stone aggregate) providing precast cement concrete in window or doorcills, lintels,bressumers, steps, quion blocks (for use with masonary), string courses, copings, kneelers, apex stones, pier caps,columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone wallin), corbels, brackets, etc (of any section indicated) with plain fair faces, including chamfers, weatherings, throat-ing etc and setting in mortar complete with joints to match complete all as specified and directed.

4.58

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M&L PCC 1:4:8 type D-2 using (40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

8.5

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Surface excavation in soft/loose soil as in berms dressing not exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed.

450.19

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Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.

67.53

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