Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Housekeeping Services
Eprocure
Opening Date19 Apr 2018
Closing Date10 May 2018
Tender Amount₹ 28,34,470 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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M&L for soiling (or sub base) with broker boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed

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M & L for 150mm thick compacted thickness in two layers (75mm thick in each layer) WBM with course aggregates (limestone, sandstone, flint or quartzite) of grading 3 (50 to 20 mm size) spread rolled and consolidated to required gradient and camber with 8 to 10 tpnnes power rolled complete all as specified and directed.

111

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All as per item No. 5.00 here-in-before but except material complete all as specified and directed.

2

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M & L for preparing unsurfaced WBM surfaced 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. and applying evenly a tack coat with bituminous primer (paving bitumen VG-10) @ 10 Kg per 10 Sqm and M & L for bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with paver with 5.5% binder content by weight of total mix (Paving bitumen VG-30) laid with mechanical paver and material transported in tipped (covered) rolled with vibrating roller and compacted to required camber and gradient with 8 to 10 tonne power roller complete all as specified and directed.

113

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M & L for preparing existing black top surface 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. and applying evenly a tack coat with bituminous primer (paving bitumen VG-10) @ 5 Kg per 10 Sqm and M & L for bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with paver with 5.5% binder content by weight of total mix (Paving bitumen VG-30) laid penetration content by weight of total mix including cement filler, rolled and compacted with using 8 to 12 tonne capacity power roller to acheive the required camber and gradient mixed in hot mix plant using design mix all as specified and laid by mechanically paver finished for laying premixed bituminous macadam premix carpet complete all as speicifed and directed.

870

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Repairs to pot holes of any depth, not exc. 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, path, etc. cutting around edges to atleast 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal and bituminous binder) and making good by applying tack coat with bituminous primer at 5 kg per 10 Sqm VG-10 putting in premix as specified for thin bituminous carpet well rammed to match with existing surfaces all as specified and directed. Note for item No 7.00 to 9.00 - Only minus variation in qty of binder arrived as per approved design mix shall be adjusted through minus price Rs 42/per kg of qty of binder. No adjustment for plus variation in qty of binder shall be admissible.

2.5

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M & L for Moorum filling in pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed to form uniform and consolidated surfaces with and including watering to required gradient and camber with 0.20 to 0.50 tonne hand operated roller complete all as specified and directed. Note :- Consolidated thickness shall be measured and paid.

208

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S & F in repair fpr stud cat eye ABS body conforming to IRC 67-1977 having load capacity 40 tonns giving reflection on both sides including fixing with epoxy complete all as specified and directed.

71

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M & L road line painting with golden/ yellow/white thermostatic compound with reflectorised glass beads on road providing and laying of hot applied thermostatic compound 2.0 mm thick including reflectorised glass beads @ 250 gm per sqm area, thickness of 2.0 mm is exclusive of surface applied glass beads as per IRC 35, including cleaning of old road marking paint, the finished surface to be levelled, uniform and free streaks and holes in addition where arrows of letters are to be provided thermostatic compound should be machine sprayed and the colour of compound, complete all as specified and directed.

472

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S&F in repair 100mm thick sand stone kerb of roughly rectangular stones not mess than of size 60cm and width 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in CM 1:6 and struck flush complete all as specified and directed.

1815

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M&L for removing of excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

85.5

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Demolition of cement concrete (unreinforced) in floors and paving n.exc 15cm thickness (above or below ground level) complete all as specified and directed.

75

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M & L for 75mm thick, PCC (1:4:8) type D-2 using 40mm crushed stone aggregate as in sub base to interlocking tiles floor complete all as specified and directed.

550

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M & L for machine pressed precast concrete interlocking paver block, 60 mm thick, coloured, reflective type of any shape and size confirming to ISI marked, M-35 grade with grey cement and pigment laid over and including 50mm thick sand cushioning vibrated with mechanical vibrator complete all as specified and directed.

550

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M&L PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in coping, bed block etc including weathering slightly, rounded or chamfered angles and throating as directed and including necessary form work complete all as specified and directed.

8.1

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M&L for Pre-cast cement concrete block masonary with solid bolcks cement concrete type B-1 (1:2:4) 20mm graded aggregated st in CM 1:4, exc 10 cm in width and setting in mortar complete all as specified and directed.

17.5

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