Military Engineer Services Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_683765_2Tender No
CWE/MTR/BPR 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://mes.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Supply, Laying spreading upto 75mm thick consolidated thickness of remix bituminous macadam carpet filling in depression (using 20mm graded stone aggregate) in Single layer with using paver with elecgtronic sensing device for automatic levelling and profile control within the specified tolerance and internal heating arrangement for the screed all as specified, Mixed with bittuminous binder @ 50 Kg/Cum of stone aggregate, rolled as to a uniform smooth surface etc complete all as specified and directed
20
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Supply and fixing 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 complete all as specified and directed
60
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Supply and fix 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. complete all as specified and directed
10
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Supply and fixing 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 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed
20
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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. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
200
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Demolition of brick work or stone/bolder masonary, built in cement mortar including all quions, arches, pillars,etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed.
40
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M&L for walling of random rubble, uncoursed well bonded bedded, and solidily hearted, built in cement mortar 1:6 complete all as specified and directed.
30
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M&L for stone walling of random rubble, uncoursed well bonded bedded, and solidily hearted, built in cement mortar 1:6 except stone complete all as specified and directed.
10
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Extra over stone walling for hammer dressing to face stones and dressing,of face beds and joints, as specified, of random rubble walling uncoursed or brought up to courses with maximum depression on face from straight edge held against the dressed surface n. exc. 40 mm, on lime or sand stones complete all as specified and directed.
50
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M&L for plain cement concrete type B1 1:2:4 (20 mm graded aggregate) as in lintels upto 1.5 m clear sp and other similar bands, plinth courses, string courses,parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates, water troughs and the like including weathering, slightly rounded or chamfered anglesand throating, complete all as specified and directed.
2
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M&L for Flush pointing to Random rubble masonry, uncoursed or brought up to courses in cement mortar 1:4 complete all as specified and directed.
5
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Excavating in trenches not exc 1.5m wide and not exc 1.5 mtr in depth for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc not exc10 sqm on plan and not exc 1.5 mtr in depth and getting out soft/disintegrated rock complete all as specified and directed.
20
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Returning filling including spreading levelling, watering and well ramming in layers n. exc 25cm complete all as specified and directed.
6
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Removal of excavated rock to a distance n. exc 50m and deposited where directed n. exc 1.5m above the starting point complete all as specified and directed.
14
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M & L for PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate in foundation filling and mass concrete complete all as specified and directed.
3
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M & L for 300 mm dia reinforced concrete pipes, class NP-3, laid and jointed complete with collars in culverts incl Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed.
30
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Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level ) and removing unserviceable material exc 100 mtr complete all as specified and directed.
17
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M&L for PCC 1:3:6 type -C2 using 40mm graded aggregate 75mm thick in floors/pvaings (for Both Sides of Road) complete all as specified and directed.
250
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