Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date1 Feb 2025
Closing Soon17 Feb 2025
Tender Amount₹ 1,12,00,000 
Notes
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Costs

Description

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BOQ Items

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M &L Preparing unsurfaced WMM surface by brushing with wire brush for removing caked mud etc., sweeping with brooms, and finally fanning the cleaned surfaces with gunny bag to remove all loose dirt etc and for applying evenly a tack coat with bituminous primer RS-1 @ 10 kg per 10 Sqm with sprayer over existing surface etc complete all as specified and as directed by Engr-in-charge.

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986

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Preparation of existing black top surfaces by brushing with wire brushes and removing caked mud etc sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed by Engr-in-charge.

1721

244

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M & L for applying evenly a tack coat with bituminous primer RS-1 @ 5 kg per 10 Sqm with sprayer over bituminous macadam etc complete all as specified and directed by Engr-in-charge.

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297

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M & L for Premix bituminous macadam with 4% binder of VG-30 (Paving bitumen) laid/rolled and compacted to required gradient and camber(consolidated thickness 75mm or less) complete all as specified & directed, Duly rolled and compacted to required camber and gradient with 8-12 tonne power roller etc complete all as specified and as directed by Engr-in-charge.

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10074

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Note : The contractors quoted rates shall be deemed to include the following elements (i) The contractor shall get the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work. (ii) In case variation in the bitumen content as per approved mix design in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted with Price adjustment on MINUS side only @ ₹ 53786/- per MT (without considering the permissible tolerance on minus side with reference to binder content indicated in BOQ. (iii) No price adjustment for Bitumen shall be done for variation on plus side. .

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M & L for applying evenly a tack coat with bituminous primer RS-1 @ 2.5kg per 10 Sqm with sprayer over existing black top surface etc complete all as specified and directed by Engr-in-charge.

1735

156

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M&L for Bituminous premix asphaltic semi dense 30 mm consolidated using paving bitumen VG-30 with 5.50% binder content by weight of total mix, rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller etc complete all as specified and as directed by Engr-in-charge.

1759

3359

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Note :- The contractor quoted rate shall deemed to include the following elements:- (i) The contractor shall get the mix design done through Govt approved lab and shall get the same approved from GE before incorporating in the work. (ii) Contractor shall submit the authenticated weigh batch receipt for every load of materials brought at site. (iii) Cement (OPC) approved by the Engr-in-charge shall be used as filler materials.

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(iv) The cost of design mix charges shall be deemed to be included in quoted rates. (v) The actual binder content for SDAC used shall be as per optimised content based on job mix formal approved by GE irrespective of whatever indicated in BOQ. Price adjustment shall be done on MINUS side only @₹ 53786/- per MT (without considering the permissible tolerance on minus side with reference to binder content indicated in BOQ. (vi) No price adjustment for Bitumen shall be done for variation on plus side.

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M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines,dashes, arrows etc and the like n.exe 10cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacutres insturction complete all as specified and directed by Engr-in-charge.

2055.11

505

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Supply and fixing in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.

3062

414

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Supply and fix in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed

471

3256

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M & L for prepration of old painted surfaces of stone/concrete and applying one coat of synthetic enamel paint of any description over 10cm girth or width, not otherwise described complete alll as specfied and directed.

172

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Supply and fixing in repairs metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 50 mm wide strips with anti theft steel net for reflector protection including embedding in PCC M-15 grade (Nominal Mix) using 20mm graded stone aggrgate (150x150x300mm) complete all as specified and directed.

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906

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S & F in repairs road safety Convex mirror model No OS-790 from OSCAR safety solutions or other equivalent approved make 80cm dia, including fixing on 100mm bore GI pipe medium grade with total height of 2m duly painted including excavation in post holes in hard/dense soil , filling of mass concrete M-7.5 grade (Nominal Mix) using 20mm graded stone aggregate as in foundation (0.3mx0.3mx0.4m), removal of surplus soil and making good existing surfaces complete all as directed by Engineer in charge including taking down old unserviceable one.

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5000

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S&F in repairs for solar delineators which has red blinker and charged by soilar energy fitted on MS pipe of 50 mm dia. dully powder coated, anti rust and anti thsft steel net including excavation of post holes in hard/ dense soil, filling of mass concrete M-7.5 grade (Nominal Mix) using 20 mm graded aggregate as in foundation ( 0.30.x 0.30 x 0.60 m) including removal of surplus soil and making good with existing surfaces complete all as directed by Engr -in - charge

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1125

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