Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date27 Dec 2024
Closing Soon18 Jan 2025
Tender Amount₹ 35,00,000
Costs
EMD
₹ 70,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_661685_3Tender No
8150/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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M & L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) an in foundation of manholes complete all as specified and as directed.
0.45
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M & L for Pre-cast cement concrete block masonry (1:3:6), type C-1 (using 20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4, as in walls of manholes all as specified and as directed.
2.5
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M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping, surface channels, benchings, etc., of manholes finished fair and even complete all as specified and as directed.
0.1
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Extra for forming fair finished channel or drain 30cm girth (inner girth) in cement concrete using extra cement including forms, moulds, stopped end, etc., complete all as specified and as directed.
5
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M & L for 15mm thick rendering in CM (1:4) on concrete surfaces finished fair and even complete all as specified and as directed.
18
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M & L for MS work such as rungs, handles to manholes, etc., complete all as specified and as directed.
1.5
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Supply only integral water proofing compound all as specified and as directed.
5
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M & L for precast RCC (1:2:4) type B-1,(using 20mm graded stone aggregate) as in cover slabs, manholes covers and similar article including necessary form work complete set in CM (1:4) all as specified and as directed.
Note : Reinforcement shall be measured and paid separately.
0.15
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Returning, filling in including spreading, levelling, watering and well ramming in layers n.exc 25cm thick with excavated soil all as specified and as directed.
66
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Removing excavated materials (soil) to a distance n.exc 50m and depositing where directed at a level n.exc.1.50m above the starting point all as specified and as directed.
34
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M & L for TMT bars 6 to 8mm dia, cut to length, bend to shape required including cranking and bending with mild steel wire (annealed ) not less than 0.90 mm dia complete all as specified and as directed.
35
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M & L for construction of LLDPE septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC (1:4:8) below foundation, vent shaft, connection etc complete for 10 users, complete all as specified and as directed.
1
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Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil all as specified and as directed.
149
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M & L for Hard core of gauge n.exc 63 mm , with broken stone or boulders , deposited, spread and levelled in layers n.exc 15 cm thick, watered and well rammed to a true surface all as specified and as directed.
14.9
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M & L for providing 100mm thick PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base complete all as specified and as directed.
149
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M & L for sand cushioning under floors or in foundations complete all as specified and as directed.
7.45
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M & L for factory made machine pressed precast concrete interlocking paver block, any shape and size confirming to IS :15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment complete all as specified and as directed.
149
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M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) for coping complete all as specified and as directed.
3.65
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Supplying and laying or passing through pipe, 1100 volts grade heavy duty XLPE cable with PVC insulated aluminium conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed 16 Sq mm nominal cross section, 02 core in trenches/ floor complete all as specified and as directed.
225
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Supply and laying in trenches of HDPE pipes PN 10 of outer dia of 50mm size complete all as specified and as directed.
175
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S & F of GI pipe of 40mm dia light grade, galvanised with all fittings, fixed to pole/ wall complete all as specified and as directed.
6
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M & L for cutting of PCC/ Hardstanding/WBM road not exceeding 20cm in width not exceeding 30cm in depth for passing of LT cable and making good the disturbed surfaces to match with the existing surfaces by using old and new materials ie., bitumen/ PCC (1:3:6) type C-1 complete all as specified and as directed.
6
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Excavation in trenches n.exc.1.5m wide and n.exc 1.5m in depth; for foundation etc; n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil all as specified and as directed.
68
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Supplying and laying of CPVC pipes SDR 13.5 & plain CPVC SDR 11 fittings of outer dia 50mm size, laid in trenches complete all as specified and as directed.
151
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Supplying and laying of CPVC pipes SDR 13.5 & plain CPVC SDR 11 fittings of outer dia 50mm size, laid in trenches complete all as specified and as directed.
35
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S & F of rotational moulded polyethylene cylinderical vertical with closed top water storage tank, triple layered 1000 litres capacity with connecting nipple of 25mm dia size, hoisted and fixed in position on new staging (2.5 mtr height from GL) and making GI tubing inlet or outlet connection complete all as specified and as directed.
Note : New staging of water tanks of 2.5 mtr height will be measured and paid separately under respective item
1
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M & L for rolled mild steel work of Fe-410 -W (Gde-E-250) Quality A, as in compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc, built up from top or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates etc complete all as specified and as directed.
1190
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M & L for preparation of new or previously untreated steel surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and as directed.
13
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M & L for straight plain brass ferrules 25mm, screwed both ends for taking of branch connector of 50mm dia bore GI/ CI/ DI main pipe line complete all as specified and as directed.
1
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S & F for 50mm dia Gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron or brass ferrule complete all as specified and as directed.
3
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S & F for 25mm dia Gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron or brass ferrule complete all as specified and as directed.
1
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S & F for 25mm dia ball valves, high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe or brass ferrule complete all as specified and as directed.
2
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S & F of male brass threaded adaptor (MTA/ MBTA) suitable for CPVC pipes SDR 11 of outer dia 50mm complete all as specified and as directed.
6
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S & F of male brass threaded adaptor (MTA/ MBTA) suitable for CPVC pipes SDR 11 of outer dia 25mm complete all as specified and as directed.
2
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S & F of female brass threaded adaptor (MTA/ MBTA) suitable for CPVC pipes SDR 11 of outer dia 50mm complete all as specified and as directed.
1
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S & F of female brass threaded adaptor (MTA/ MBTA) suitable for CPVC pipes SDR 11 of outer dia 25mm complete all as specified and as directed.
2
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M & L for repair 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 atleast 25mm in depth and making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) applying a tack coat @ 10 Kg per 10 Sqm putting in premixed bituminous macadam well rammed and sealed with binder @ 9.8 Kg per 10 Sqm binded with 0.08 cum of stone chipping 6.3mm size and again well rammed (including supply of premix binder and sand depth of pot holes n.exc 30mm) all as specified and as directed by Engr-in-Charge.
6
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M & L 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 etc and applying evenly a priming/ tack coat with bituminous primer using paving bitumen VG 10 of any penetration at 5 Kg per 10 Sqm complete all as specified and as directed.
74
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M & L for premix Bituminous Macadam(BM) laid/ rolled and compacted to required gradient and camber (consolidated thickness 50mm ) or using binder content 4% paving bitumen of any penetration laid/ rolled compacted to required gradient and camber with 8 to 10 tonne roller complete all as specified and as directed.
4.57
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M & L for bituminous premixed carpet using paving bitumen VG-30, 25mm(consolidated thickness) thick with 0.34 cum of stone chipping mixed with binder @ 14.6 Kg/10 Sqm rolled with 8 to 12 tonne power roller and compacted to required gradient and camber including premixed sand seal coat with 0.06 cum of sand mixed with 6.80 Kg of bitumen, applied and rolled to a uniform smooth surface complete all as specified and as directed.
74
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Supply and install hi wall split AC units (indoor/ outdoor) complete with cordless remote control unit and with in-built heating and cooling arrangement and Digital Inverter type 2 TR 5 Star rating complete all as specified and as directed.
1
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Supply, install, testing and commissioning voltage stabilizer for automatic correction and operation, single phase, natural air cooled split type and designed for input variation between 170 V to 250 V with output voltage stabilized at 230 volts with accuracy ± 2.5% of capacity 4 KVA complete all as specified and as directed.
1
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S & F DB with metal clad plug and socket control by MCB 20 Amps capacity operating on 230 AC 50 Hz electric supply complete all as specified and as directed.
1
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