Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 21,50,000
Costs
EMD
₹ 43,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_699203_1Tender No
86535/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Material and Labour for preparing black top surfaces 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 complete all as specified and directed.
134
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Material and Labour for applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 Sqm for receiving Bituminous Macadam using paving bitumen grade VG-30 complete all as specified and directed.
134
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Material and Labour for premix bituminous macadam laid/rolled with 8 to 10 tonne power roller and compacted to required gradient and camber (consolidated thickness 75 mm or less) with binder content (paving bitumen) of 4% by weight of total mix all and 1.5% cement filler complete all as specified and directed.
Note:- The work shall be executed by using hot mix plant & mechanical paver. The rate quoted shall be deemed included for cement filler.
96
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Material and Labour for applying evenly a priming/tack coat with bituminous primer over black top surface at 5 kg per 10 sqm using paving bitumen grade VG-10) including premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content (minimum) by weight of total mix (bitumen VG-30) and 2% cement filler, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all as specified and directed. Note: The work shall be executed by using hot mix plant & mechanical paver. The rate quoted shall be deemed included for cement filler.
191
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Repairs to pot holes any depth n.exc 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binde with 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chipping, 6.3mm size and again welll rammed rolled with power roller 8 to 10 tonne capacity complete all as specified and directed.
5
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Material and Labour for preparation of road surface and applying thermoplastic reflective paint in marking minimum 2.5mm thick single coat as in centre line and edge line road marking of 100 mm width using HOT MARK thermoplastic modern propelles road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxide calcium carbonate inter filler thermoplastic requirement for glass beads shall be the table No.800.40 of MORTH specification including spraying of glass beads etc. complete all as per manufacture instruction complete all as specified and directed.
128
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Surface dressing not exc 15cm deep and getting out in soft/loose soil for road side berms to required gradient complete all as specified and directed.
909
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Material and labour for approved moorum/ red bajri in road berms, spread in road berms 100mm spread thickness rolled and consolidated to gradient and camber required with light roller of capacity not less than 0.5 tonne complete all as specified and directed.
91
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Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.
91
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Excavation over areas in all kinds of soil, exc 30cm in depth, 1.5m in width as well as 10 sqm on plan by mechanical means (hydraulic excavator) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out of excavated soils and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed.
23.25
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Demolition and breaking up 300/450mm bore drain pipe, salt glazed stone ware set in cement mortar including PCC haunching and bedding complete all as specified and directed.
7.5
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Material and labour for cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
3.5
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Demoltion /dismantling of brickwork or stone/boulder masonry built in cement mortar complete all as specified and directed.
3
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Material and labour for random rubble, uncoursed well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed.
3
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Material and labour for 200mm thick soling (or sub base) below incasing with broken boulders or quarried stone, interstices filled, surface formed and rolled and considered to required gradient and camber complete all as specified and directed.
2.33
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Material and labour for reinforced concrete pipes 450mm dia, class NP3, laid and jointed complete with collars complete all as specified and directed.
15
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Material and labour for flush pointing to random rubble masonry uncoursed or brought upto course in CM (1:4) complete all as specified and directed.
0.6
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Material and labour for providing cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping, haunchings and the likes including weathering, slightly rounded or chamfered angles and throating with necessary form work complete all as specified and directed.
7.27
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Material and labour for rendering 15mm thick in cement plaster 1:4 on fair surfaces of brick work or concrete surfaces, to be finished even and fair without using extra cement complete all as specified and directed.
6
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Material and labour for cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping, water troughs and the likes including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
0.02
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Removing excavated material exc 250m and not exc 500m and depositing where directed complete all as specified and directed.
18.6
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Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm thick with soils complete all as specified and directed.
4.65
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NOTE : SCHEDULE OF CREDIT (Amount on page No 35 shall be deducted offline from the total quoted amount to arrive at the net contract sum to be considered for acceptance.
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