Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Eprocure
Opening Date13 Aug 2020
Closing Date11 Sep 2020
Tender Amount₹ 63,55,709 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Cwe/p-27/2020-21 Special Repair To Internal Roads At Kandrori And Mirthal And Certain Repair To Roads At Bhaduriya Complex Including Otg, Dhangu Mil Complex, 167 Mh, Damtal, Nangal Bhur, Kandrori, Kaunterpur, Tarapore And Mirthal Complex Under Ge

Description

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BOQ Items

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Material and labour preparing water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen (VG-10) @ 10 Kg/10 Sqm and provn of bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness using crushed graded stone aggregate mixed with binder content of paving bitumen VG-30 with 5.5% binder contents by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 Tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant, complete all as specified. Note : Contractor shall quote his rates by considering binder content as 5.50% of the total mix by weight. In case of any variation on minus side in the weight of binder as per actual mix design, the same shall be adjusted @ Rs 40 per Kg. and recovery for the same shall be effected from the contractor. However the variation in the weight of bitumen is on plus side, nothing extra shall be paid on this account.

280

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Material and labour Premix bituminous macadam (design mix) with 4% of binder content by weight of total mix using paving bitumen VG-30 laid/ rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with 8 to 10 Tonne capacity power roller incl preparation of existing 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 loose dirt etc., complete all as specified and directed.

60.25

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Material and labour preparing black top surfaces by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 5 Kg / 10 Sqm and provn of bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness using crushed graded stone aggregate mixed with binder content of paving bitumen VG-30 with 5.5% binder contents by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 Tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant, complete all as specified. Note : Contractor shall quote his rates by considering binder content as 5.50% of the total mix by weight. In case of any variation on minus side in the weight of binder as per actual mix design, the same shall be adjusted @ Rs 40 per Kg. and recovery for the same shall be effected from the contractor. However the variation in the weight of bitumen is on plus side, nothing extra shall be paid on this account.

2170

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M&L Preparing of new/ old black top road surfaces and applying one coat of retro reflective thermoplastic road marking paint 2mm thick for longer durablity with 8% glass beads using special applicator machine with heating arrangement upto 160°C. Paint material shall be conforming to Ministry of surface transport (MOST) specification 803.4 Vol III as laid down in specification of road /bridge work "third revision" complete all as specified and directed Engr-in-charge.

438

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Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc any type of soil and getting out, complete all as specified.

25

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Removal of excavated material (soil) to a distance not exc 50m and depositing where directed at a level not exceeding 1.5mtr above starting point complete all as specified and directed

25

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M&L Cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundation and mass concreting all as specified directed.

28.45

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M & L reinforced concrete pipes 600mm dia, class NP3, with collars laid and jointed complete with collars all as specified

25

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Dismantling of floor hearth and wall tiling incl cement morter bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.

187.5

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M & L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 60mm thickness M-35 Grade,laid jointed pointed with grey cement and no pigments, complete all as specified.

250

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