Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Eprocure

Opening Date

4 Nov 2019

Closing Date

20 Dec 2019

Tender Amount

₹ 50,35,280 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Special Repair To Roads From Mh Gate To Stn Hq Shoulder And Furniture Near Offrs

Description

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BOQ Items

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M&L Premix bituminous, macadam, laid/ rolled and compacted to required gradient and camber ( consolidated) thickness 75 mm or less using paving bitumen of grade VG-30 as binder @4% by weight of total mix using mechanical paver and rolled with 8 to 10 tonne power road roller to a uniform smooth surface completed all as specified and as directed. Note :- Mixing shall be done in hot mix plants

63

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M&L applying evenly a priming / tack coat with catonic bitumen (RS-I) @ 3.5Kg/10 Sqm on existing black top surfaces complete all as specified.

610

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M&L Bituminous premix aphaltic semi-dense concrete 30mm thick consolidated thickness with 5.5% binder content (VG 30) by weight of total mix rolled and compacted to required camber and gradient, using mechanical paver and rolled with 8 to 10 tonne power static road roller to a uniform smooth surface completed all as specified and as directed. Note :- Mixing shall be done in hot mix plants.

395

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S&F delineators ABS round body struts (minimum weight 765 gms), red and white combinations, fitted with 02 Nos 100 mm dia high reflectiveand mounted on MS pipe of 50 mm dia 600 mm long duly powder coated and rust proof incl fixing of delineator on ground with PCC (1:2:4) complete all as specified and directed. Make :- Dark EYE model No SKU DA--952-GP / M/s Birla or other equilent make as approved by the GE.

102

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S&F solar Road Studs (Cats Eye), aluminium alloy shell die cast, 100% water proof design according to IP-65, of size125mmx125mm x 25mm (shank 60mm), high efficiency Mono crystalline solar panel 2.4 V / 0.3 watt including one Ni-Mh or Ni-cd rechargeable battery of 1.2 V / 1600 MA and 06 super bright LEDs 10000 to 18000 mcd, dynamically designed with very high impact strength and fitted with 3 panels of glass beads containing highly reflective glass beads and reflector element on two sides and fixed over road surfaces, minimum co-efficient of retro reflective sheeting for high intensity grade of 22000 series (colour as approved by GE) suitable for bearable weight of approx 10 tonnes complete all as spd and directed. Make : M/S Birla 3M / Dark Eye Model No DHRUV (DA-110) or other equilents as approved by the GE.

113

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S & F road stud aluminium alloy die casted (cat eye) of size 110mm x 128 mm x 29.5mm dynamically designed very high impact strength & fitted with 3 panels of glass beads containing 7 highly reflective glass beads and alluminium alloy body reflector element on two sides fixed over road surface and complete as directed.Make-3M/Dark Eye Model No DA-971 P or other equilant make as approved by the GE.

164

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M&L for moorum / red bajri filling in floors or pavings, laid in layers n exc 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed. .

405

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M&L for road marking paint with hot applied thermoplastic paint 2mm thick having clear and sharp edges over road surfaces including straighting portion, curve etc in any situation. The therrmoplastic material shall be homogeneously composed of aggregate pigment resin and glass reflector rizing beads in equal percentage as specified. The work include for cleaning of road surface, heating the paints within temperature limits as specified by the manufacturer making proper arrangement for traffic during operation etc conforming to specification.

602

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M&L for preparation of old painted of brick, stone, concrete base materials surfaces of any description not otherwise described over 10 cm width or girth not otherwise described for and applying one coat of synthetic enamel paint complete all as specified and directed.

300

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M&L 80 mm thick Precast Concrete Paver blocks M-40 ( grade of Concrete), rubber moulded, interlocking , of triangulay/ Zigzag, Haxagon, I-shape as approved, with grey cement and pigment , laid dry on sand not less than 50 mm thick, interstices filled in floors/ pathway complete all as specified. complete all as specified.

1815

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M&L Plain cement concrete type C2 (1:3:6), using 40 mm graded crushed stone aggregate,75 mm thick , as as in sub base/ base/ sub floor complete all as specified.

1525

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M&L Plain cement concrete type C2 (1:3:6), using 40 mm graded crushed stone aggregate, 100 mm thick , as as in sub base/ base/ sub floor complete all as specified.

290

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Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in any type of soil, surfaces formed to required slope, gradient, camber, and superelevation etc,. Complete all as specified and as directed.

2592

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Removing excavated material, soil, n. exc 50m and depositing where directed at a level n.exc. 1.5 m above the starting point, complete all as specified.

388

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Dismantling of machine pressed precast interlocking paver blocks of any shape and size of any thickness and refixing the same, laid dry on sand not less than 40 mm thick, interstices filled in floors/ pathway complete all as specified.

360

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M&L broken bricks Hardcore of gauge n exc. 63 mm , deposited , spread and levelled in layer n exc. 15 cm thick, watered and rammed to a true surface complete all as specified.

92.5

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M&L plain cement concrete type B1 ( 1:2:4) using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills,steps; seismic and other similar band, copings, covings bed plates, and like including weathering slightly rounded or chamfered angles including necessary formwork complete all as specified.

48.5

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M&L Reinforced concrete pipes, class NP2 ,600 mm bore, laid and jointed complete with collars all as specified and directed.

50

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M&L Plain cement Concrete ( 1:3:6) type C2 (using 40mm graded stone aggregates) as in bed to 600 mm bore hume pipes including packing under , and haunching against the sides of pipes after they are laid and tested complete all as specified.

8

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M&L Brickwork with old size sub class 'B' bricks, straight or curved on plan, exceeding 6.0 m mean radius, built in cement and sand mortar 1:4 complete all as specified and directed.

17

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M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces , in cement and sand mortar 1:4 and surfaces finished even and smooth without using extra cement complete all as specified and directed.

60

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M&L 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 at 5 Kg/10 sqm , putting in premixed bituminous macadam 20 mm thick (minimum) condsolidated thickness, with 0.27 cu.m.(min ) of stone chippings mixed with 14.60 Kg ( min) of binder using VG-30 grade bitumen per 10 sqm laid hot with mechnical pavers , rolled and compacted to required camber and gradient with 8 to 10 ton power roller complete all as specifed, depth of pot holes exceeding 30 mm all as specified and directed.

5

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S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to I.S. 1161-1998

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