Military Engineer Services Tender
View complete overview of Uttarakhand MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jan 2025
Closing Date7 Feb 2025
Tender Amount₹ 60,28,000
Costs
EMD
₹ 1,20,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_691771_1Bid Award Id
ViewTender No
0005/DDN/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Laying and compacting 75 mm thick (compacted thickness) wet mix Macadam (WMM) , grading as per table 400-13 of MoRTH specification for road and bridge works 2013 manufactured in WMM plant, material comprising of clean crushed, graded aggregate and granular material premixed with water to a dense mass spreading with paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerance to be as per Table 900-1 of MoRTH specification for road and bridge works 2013.
260
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M&L for preparing of un surfaced wet mix Macdame (WMM) Old or new by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat (paving bitumen) with bituminous primer @ 10Kg/10 Sqm using paving bitumen VG-30 complete all as specified and directed.
260
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M&L for premixed bituminous macadam laid/rolled with power roller 8 to 12 tone roller and compacted to required gradient & camber (consolidated thickness 75mm or less) and binder content @ 4% (Viscosity grade Bitumen VG-30) by weight of total mix complete all as specified and directed.
130
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M&L for preparation of black top surface by brushing with mechanical broomer for removing caked mud etc sweeping with mechanical broomers and finally with air compressors to remove all loose dist etc, having black top surface and applying evenly a priming/tack coat with paving bitumin VG-10 @ 5kg per 10 Sqm on bituminous surface complete all as specified and directed.
260
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M&L for Bituminous premix asphaltic semi-dense concrete 40 mm consolidated thickness using viscosity grade VG-30 @ 5.5% binder content by weight of total mix rolled and compacted with 8 to 10 tone capacity power roller with required camber and gradient mixed in hot mix plant and using mechanical paver complete all as specified and directed.
260
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Preparation of road surfaces and applying thermoplastic reflective paint in marking of minimum 2.5 mm thick single coat as in center line and edge line road marking of 150/100 mm width using 'HOT MARK'thermoplastic paint (Hot application) white/yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads, Titanium dioxide, calcium carbonate inter fillers, thermoplasstic requirement for glass beads shall be as per the table NO.800.4 of MOST specification including spraying of glass beads etc. complete all as per manufacture instructions and all as specified and directed.
200
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Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for drain etc 10 Sqm on plan and n' exc. 1.5 m in depth and getting out in soft/loose soil complete all as directed.
142
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PCC 1:4:8 type D-2, (using 40 mm graded crushed stone aggregate) as in foundation, filling, mass concrete complete all as specified and directed
25
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Brick work using sub class “B” bricks straight or curved on plan exc 6 metre mean radius built in CM 1:4 ( Old size brick) complete all as specified and directed.
70
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Rendering 15mm thick cement plaster in CM 1:4 on brick work finished even and smooth without using extra cement complete all as specified and directed.
300
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PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregate as in surface channels and drains complete all as specified and directed.
12
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Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
200
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Add or deduct for each 25 mm girth or part therof over or under 30 cm inner girth complete all as specified and directed.
200
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PCC 1:2:4 Type B-0 {using 12.5mm graded crushed stone aggregate} as in coping/benching including weathering, slightly rounded or chamfered angles and throating etc including necessary form work complete all as specified and directed.
4
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Returning, filling in, including spreading, leveling, watering and well ramming in layers n. exc. 25cm complete all as specified and directed.
42
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Removal of surplus soil to distance exceeding 250 metre but n. exc. 500 metre and depositing as directed at a level n. exc. 1.50m above the starting point complete all as specified and directed.
100
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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. with including removal of unserviceable cat eyes .
1000
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Supply & fixing in repair aluminium body solar studs red/ Amber colour with shank size 100x100x25mm with solar panel mono- Crystalline 2.4V/ 0.3W with 4 Nos super bright LED (2 Nos each side )and Ni -Mh battery power storage 1.2V/ 1600 MA life cycle 72-96 hours after fully charged. The stud shall able to with stand the load of 10 ton approx and up to 1000 meters visibility all as specified and directed .
300
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Supply & fixing IP 67 grading 4 LED customizable flashing/ blinking solar delinators poly earbonate ( clear & UV resistart) body mounted on 1m long MS pole 65 mm dia powder coated alongwith coated mesh having red, yellow & white coloured (total 3 Nos) reflactive tapes of high intensity. solar panel should be momo crystalline polycrystalline 4 volts / 300 MA or above with minimum 48 hrs backup on flush mode after fully charged including fixing in ground with PCC 1:3:6 type C2 Size of PCC shall be 20x20x30CM, all as specified and directed .
150
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