Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Oct 2023
Closing Date14 Nov 2023
Tender Amount₹ 80,00,000
Costs
EMD
₹ 1,45,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MES_621952_1Bid Award Id
ViewTender No
CWE/JHA/BAB/TOKEN/67 OF 2023-24Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for preparing unsurfaced water bound macadam 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.
288.75
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M&L for paving bitumen evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm meters on WBM surface complete all as specified and directed.
288.75
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M&L for providing bituminous semi dense (design mix) 40mm consolidated thickness using 5.5% of binder content by weight of total mix, using paving bitumen VG-30 laid/spread uniformly by means of mechanical paver over black top surfaces and rolled with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed.
288.75
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M&L in repair Stone kerb of lime or sand stone roughly squared stones of size 20cm x 30cm, all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush complete all as specified and directed.
200
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M&L for preparing bituminuos surface of road and making 2.5mm thick center line, stop lines, dashes, arroows etc. and the like n.exc 10cm wide on road 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.
50
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M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
359.9
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Rooling and consolidation of moorum/red bjari rolled with power roller of 2 to 5 tonne capacity to required gradient complete all as specified and directed.
15
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M&L for premix bituminous macadam using paving bitumen (VG-30) binder content of 4% by weight of total mix any penetration, laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed.
15
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M&L for Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed.
10
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Dismantling of Stone sett paving of any description or thickness Laid, bedded and pointed in any mortar complete all as specified and directed.
35
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S&F mild steel TMT bars 10mm dia and over as in reinforcement, cut to length and bent to shape required incl bending, cranking, spirally hooping for columns, hooking ends and binding with and incl mild steel annealed wire not less than 0.9mm dia or securing with clips complete all as specified and directed.
1132
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S&F mild steel TMT bars 5mm to 10mm dia as in reinforcement for stirrups, spacers and binders cut to length and bent to shape required incl bending, cranking, spirally hooping for columns, hooking ends and binding with MS annealed wire not less than 0.9mm dia or securing with clips complete all as specified and directed.
421.33
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M&L for stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed, bedded in CM 1:3 joints 20mm thick, grouted in CM 1:2 with an admixture of metallic floor hardner 5% by weight of cement and stuck flush complete all as specified and directed.
200
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M&L for stone sett flooring (except stone) with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed, bedded in CM 1:3 joints 20mm thick, grouted in CM 1:2 with an admixture of metallic floor hardner 5% by weight of cement and stuck flush complete all as specified and directed.
150
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Demolition of RCC any description and in any position not otherwise specifically provided for exc 15 cm thickness ans all as specified and as directed.
18
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M&L for RCC type Type B1 1:2:4 (nominal mix) using 20mm graded aggregates as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, side beam and in shelves and the like complete all as specified and directed.
18
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M&L Formwork rough finished surface of concrete to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed.
120
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M&L for plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling mass concrete complete all as specified and directed.
45
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Demolition of stone masonry built in cement mortar including all quoins or pillars etc complete all as specified and directed.
75.17
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M&L for stone masonry walling of random rubble, uncourssed , well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
45.1
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M&L for stone masonry walling except stones of random rubble, uncourssed , well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
30.07
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M&L Extra over stone walling for hammer dressing with maximum depression on face straight edge held against the dressed surface not exceeding 40mm of sand stone to face stones and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought up to courses complete all as specified and directed.
129.6
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M&L 15mm thick plastering in cement mortar 1:4 finished even and smooth without using extra cement on stone masonry and concrete surface complete all as specified and directed.
129.6
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Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
225
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Removing excavated material to a distance n exc 50M and deposited where directed at a level n. exc 1.5M above the starting point complete all as specified and directed.
104.83
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Returning, filling in, including spreading, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and directed.
120.17
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M and L for 200mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber and all directed.
15
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M&L for 150mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required (of grading as specified) type of stone granite/trap /basalt and including screening with moorum, watered, consolidated and compacted each layer seperately to the required grdient and camber with 8 to 10 tonne power roller complete all as specified and directed.
15
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M and L for 1200mm dia Reinforced concrete pipes, class NP 3 with one collar per length of pipe layed for culvert and joint will fixed with cement mortar (1:3) and all as specified and directed. Note:- (i) Temporary diversion of water including earth work, pumping etc is deemed to be included in quoted rates. (ii) Tenderer are advised to visit to site for famlier the work before quoating the tender.
75
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