Military Engineer Services Tender
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Costs
EMD
₹ 95,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_MES_624934_1Bid Award Id
ViewTender No
8333/23-24/E8Tender 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 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finishing the surfaces even and smooth with out using extra cement complete all as specified & directed by Engineer-in-charge.
200
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M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over one coat of primer complete all as specified & directed by Engineer-in-charge.
119
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Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.
170
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Excavation over areas exc 1.50m and n.exc 3.00m depth and getting out in Soft/Disintegrated rock complete all as specified & directed by Engineer-in-charge.
240
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Removing excavated material soft/ disintegrated rock to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by the Engineer-in-Charge.
4
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S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified & directed by Engineer-in-charge.
6
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M&L for 15mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces, finishing the surfaces even and smooth with out using extra cement complete all as specified & directed by Engineer-in-charge.
20
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified & directed by Engineer-in-charge.
10
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M&L reinforced cement concrete (M-25 Design Mix) 20mm grade aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified & directed by Engineer-in-charge.
15
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Excavation over areas n.exc 1.5m depth and getting out in any type of soil complete all as specified & directed by Engineer-in-charge.
240
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M&L TMT bars 10mm dia & over cut to length bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed by Engineer-in-charge.
696
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S&F framed work such as grills, gratings, etc with ends of bars shouldered and / or riverted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, raillings, frame work of water tanks and similar work confirming to Fe-290 grade E-165 complete all as specified & directed by Engineer-in-charge.
120
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M&L for preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge.
40
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M&L for rendering 15 mm thick on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:4 & finished the surface even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge.
119
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M&L for 100 mm thick cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base of flooring/ hard standing path & finishing the surface even & fair without using extra cement complete all as specified & directed by Engineer-in-charge.
335
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Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 5 KVA complete all as specified & directed by Engineer-in-charge.
2
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M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:4) complete all as specified & directed by Engineer-in-charge.
215
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Supplying. installing. commissioning and testing of hi wall split type air conditioner units of capacity 2 TR, indoor/outdoor complete with cordless remote control unit and with in built air ioniser and Plasma filter for better indoor air quality 5 star rating non CFC type with nominal cooling capacity system complete all as specified & directed by Engineer-in-charge.
2
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Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge.
56
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Use & Waste Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified & directed by Engineer-in-charge.
15
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M&L for 200mm thick PCC 1:2:4 type B-2 using 40mm graded stone aggregates as in flooring complete all as specified & directed by Engineer-in-charge.
40
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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 directed by Engineer-in-charge.
81.5
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M&L for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete all as specified & directed by Engineer-in-charge.
8
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Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified & directed by Engineer-in-charge.
180
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M&L for Stone sett flooring with granite trap stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, 20mm thick; joints grouted in cement mortar 1:2 with an admixture of metallic floor hardner, 5% by weight of cement and struck flush complete all as specified & directed by Engineer-in-charge.
Note : Stone for the setts shall be of the best quallity , granite trap basalt or quartzite . use of sedimenetary stone shall not be permitted. Stone setts shall be approximately rectangular in shape with a tolerance of plus or minus 12mm.
335
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S&F for circuit/submain wiring alongwith earth wire with 2x6.0 Sq. mm + 1x6.0 Sq. mm earth wire of FRLS PVC insulated copper conductor, single core with and including PVC conduit medium grade of size 25mm recessed including make good the distrubed surface as per existing surface complete all as specified & directed by Engineer-in-charge.
40
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Removing excavated material (Soft/disintegrated rock) exc. 250 m but n exc. 500 m and depositing where directed complete all as specified & directed by Engineer-in-charge.
242
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M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 200mm bore pipe complete all as specified & directed by Engineer-in-charge.
390
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Excavation over areas exc 3.00m depth and getting out in Soft/Disintegrated rock complete all as specified & directed by Engineer-in-charge.
120
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S&F MCB single pole & neutral 63 Amps, 240 Volts, AC supply, 10 KA rapturing capacity, 'C' Curve complete all as directed by Engineer-in-charge.
1
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M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.
90
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M&L for precast cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.
8
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S&F 100mm bore (sand cast pipe) soil, waste and vent pipes in any length with or without ears and jointing with cement & fixed to walls complelte all as specified & directed by Engineer-in-charge.
10
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Removing excavated material (soil) exc. 250 m but n exc. 500 m and depositing where directed complete all as specified & directed by Engineer-in-charge.
180
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M&L for hard core of gauge n exc 63 mm, deposited, spread and leveled in layers n exc 15 cm thick, watered and rammed to a true surface with broken stone or boulders complete all as specified & directed by Engineer-in-charge.
50
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M&L providing, cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) precast concrete in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, kerb stone, bed plates, water through and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straigth or curved) set in cement mortar (1:4) complete all as specified & directed by Engineer-in-charge.
5
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S&F MCB single pole 40 Amps, 240 Volts, AC supply, 10 KA rapturing capacity, 'C' Curve complete all as directed by Engineer-in-charge.
2
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M&L sand stone slabs 75mm thick in sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4. complete all as specified & directed by Engineer-in-charge.
8
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Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge.
150
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S&F rolled mild steel roof trusses (framed), trussed, purlins, crane, gantries, rails and fastening and heavy bracket framing (Beams, tee, angle, channel or flat sections) including distance pieces, cleat etc conforming to Fe-410-W Gde E-250 quality-A all as specified & directed by Engineer-in-charge.
500
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Extra over stone masonry for hammer dressing face stones and dressing of the face beds & joints all as specified of squared rubble walling brought upto courses, Jodhpur type, with maximum depression of face from straight edge held against the dressed surface n exc 20mm complete all as specified & directed by Engineer-in-charge.
350
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M&L for providing, precast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts,boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc.(of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match complete all as specified & directed by Engineer-in-charge.
0.5
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M&L for plain cement concrete (1:2:4) type B-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete all as specified & directed by Engineer-in-charge.
9
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Excavating in post holes (or similar holes) in any type of soil each not exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm, watering and removing surplus soil to a distance n.exc 50 Mtr and making good surface complelte all as specified & directed by Engineer-in-charge.
20
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Supply only integral water proofing compound complete all as specified & directed by Engineer-in-charge.
22
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Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified & directed by Engineer-in-charge.
90
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M&L for 200mm bore reinforced concrete pipes, class NP-2 (ISI marked) with collars, laid in trenches and jointed complete all as specified & directed by Engineer-in-charge.
250
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M&L for 50mm thick PCC 1:2:4 type B-1 using 20mm graded stone aggregates as in flooring complete all as specified & directed by Engineer-in-charge.
80
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M&L for precast cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar (1:4) complete all as specified & directed by Engineer-in-charge.
20
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S&F for sheet metal enclosure MCB SPN DB 4 way with 200 Amps rated bus bar 240 volts double door IP 43 with magnitic locking system complete all as specified & directed by Engineer-in-charge.
1
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