Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date1 Feb 2025
Closing Date1 Mar 2025
Tender Amount₹ 49,00,000 
Notes
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Costs

Description

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BOQ Items

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M&L for PCC 1:2:4 type B0 using 12.5 mm graded stone aggregate as in coping, and the like including weathering, slightly rounded or chamfered angles with & including necessary use and waste of form work for fair faces of concrete

1

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Disconnecting existing tank of capacity exc 500 ltrs, setting aside or lowering if required and reconnecting or refixing in same positing or other position, including cleaning and removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc complete all as specified .

120

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Disconnecting existing tank of capacity exc 1000 ltrs, setting aside or lowering if required and reconnecting or refixing in same positing or other position, including cleaning and removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc complete all as specified .

65

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Disconnecting existing tank of capacity exc 2000 ltrs, setting aside or lowering if required and reconnecting or refixing in same positing or other position, including cleaning and removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc complete all as specified .

10

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S & F 15 mm gun metal gate valves ISI marked with iron wheel head screwed both ends for iron pipe and fixed.

20

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S & F 20 mm gun metal gate valves ISI marked with iron wheel head screwed both ends for iron pipe and fixed.

50

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Taking up or down steel tubing and connections, 15 mm bore fixed on walls, floors or ceiling etc complete all as specified and as directed by Engineer-in-Charge.

250

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Taking up or down steel tubing and connections, 20 mm bore fixed on walls, floors or ceiling etc complete all as specified and as directed by Engineer-in-Charge.

120

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Refixing old steel tubing and connections in new or old position on walls, ceiling or floors etc of size 15 mm bore after cleaning including provn of new fittings all as directed by Engineer-in-Charge (using old steel tubing retrived from taking down).

50

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Refixing old steel tubing and connections in new or old position on walls, ceiling or floors etc of size 20 mm bore after cleaning including provn of new fittings all as directed by Engineer-in-Charge (using old steel tubing retrived from taking down).

20

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Supply and fix 15 mm bore GI tubing, medium grade including all fittings like sockets, elbows, bends, Tees, unions, short pieces etc. fixed to wall complete all as specified and directed.

200

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Supply and fix 20 mm bore GI tubing, medium grade including all fittings like sockets, elbows, bends, Tees, unions, short pieces etc. fixed to wall complete all as specified and directed.

100

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Supply and fix in repair 500 litres capacity double layer, rotational moulded, polythene water storage tank (Cylindrical vertical with closed top) hoisted and fixed on roof in position, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc complete.

25

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Supply and fix in repair 1000 litres capacity double layer, rotational moulded, polythene water storage tank (Cylindrical vertical with closed top) hoisted and fixed on roof in position, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc complete.

15

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Supply and fix in repair 2000 litres capacity double layer, rotational moulded, polythene water storage tank (Cylindrical vertical with closed top) hoisted and fixed on roof in position, including all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc complete.

5

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S&F 20 mm size Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic ball, suitable for 20 mm bore pipe, screwed for iron pipe and fixed. .(Minimum weight 20mm-210gms) complete all as specified.

45

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Deployment of manpower, tools & machinery etc for temporarily blocking of inlet of septic tanks / manhole etc, depth exc 0.50 metre but not exc 1.5 metre from ground level, with suitable wooden plugs / gunny bags and pumping / bailing out effluent and taking out / removing the accumulated sludge soil sewage / any other foreign / foul materials etc (solid / semisolid) from the septic tanks / manholes complete and cleaning the septic tank / manholes with fresh water by mechanically spray machine including taking out the blocking arrangements of inlet and making the system functional complete all as specified and directed. Note:- (i) Size of tank up to water level shall be measured.

90

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Deployment of manpower, tools & machinery etc for temporarily blocking of inlet of septic tanks / manhole etc, depth exc 1.50 metre but not exc 4.5 metre from ground level, with suitable wooden plugs / gunny bags and pumping / bailing out effluent and taking out / removing the accumulated sludge soil sewage / any other foreign / foul materials etc (solid / semisolid) from the septic tanks / manholes complete and cleaning the septic tank / manholes with fresh water by mechanically spray machine including taking out the blocking arrangements of inlet and making the system functional complete all as specified and directed. Note:- (i) Size of tank up to water level shall be measured.

70

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Deployment of manpower, tools & machinery etc for temporarily blocking of 150 mm bore sewage line with suitable wooden plugs / gunny bags and cleaning the same by rodding and removing the sludge along with brick bats / stones / broken bottles / any other foreign materials etc complete and cleaning the sewage line with fresh water by mechanically spray machine all as directed by EIC and taking out the blocking arrangements of inlet and making the system functional complete all as specified and directed.

600

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All as per item No 22 above but 200 mm bore sewage line

250

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Demolition and breaking up 100 mm dia bore sewage / drain pipe / RCC hume pipe including PCC packing under haunching against the sides of pipe bed and complete PCC of bed all specified and directed.

200

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Demolition and breaking up 150 mm dia bore sewage / drain pipe / RCC hume pipe including PCC packing under haunching against the sides of pipe bed and complete PCC of bed all specified and directed.

120

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Demolition and breaking up 200 mm dia bore sewage / drain pipe / RCC hume pipe including PCC packing under haunching against the sides of pipe bed and complete PCC of bed all specified and directed.

50

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M&L for PCC 1:3:6, type C2 using 40mm graded stone aggregate as in bed to drain pipes of 100 mm bore dia including packing uner, and haunching against the sides of pipes after they are laid and tested in, complete all as specified and directed.

200

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M&L for PCC 1:3:6, type C2 using 40mm graded stone aggregate as in bed to drain pipes of 150 mm bore dia including packing uner, and haunching against the sides of pipes after they are laid and tested in, complete all as specified and directed.

110

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M&L for PCC 1:3:6, type C2 using 40mm graded stone aggregate as in bed to drain pipes of 200 mm bore dia including packing uner, and haunching against the sides of pipes after they are laid and tested in, complete all as specified and directed.

40

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M&L for PCC 1:3:6, type C2 using 40mm graded stone aggregate as in bed to drain pipes of 150 mm bore dia including packing under & completely surounding of pipes after they are laid and tested in, complete all as specified and directed.

10

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M&L for PCC 1:3:6, type C2 using 40mm graded stone aggregate as in bed to drain pipes of 200 mm bore dia including packing under & completely surounding of pipes after they are laid and tested in, complete all as specified and directed.

10

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S&F 110 mm outer dia PVC (SWR) drain pipe single socketed in any length with rubber ring joints, laid in trenches complete.

250

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Providing, lowering and laying DWCPE (SN8) pipes as per IS:16098 of 2013, 150 mm bore, laid and jointed with and including elastomeric sealing 'O' ring as per manufacturer's instructions complete all as specified and directed.

120

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Providing, lowering and laying DWCPE (SN8) pipes as per IS:16098 of 2013, 200 mm bore, laid and jointed with and including elastomeric sealing 'O' ring as per manufacturer's instructions complete all as specified and directed.

50

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M&L for Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size / shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed including dismantling and removal of existing paver blocks, complete all as specified and directed.

780

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All as per item No 35 above but by using dismantlating existing paver block

600

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Material and labour for 1st quality vitrified outdoor, parking tiles of approved shade, of size 300 mm x 300 mm x 10 mm thick as in floors / path etc, set & jointed in neat cement slurry & pointed in white or coloured cement to match coloured tiles over and including 20 mm thick screed bed in CM 1:6 complete all as specified and directed.

250

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M&L for chequered cement concrete tiles of size 30 cm x 30 cm x 20 mm thick, with gray cement and pigment set & jointed with gray cement slurry and pointed with gray cement & pigment laid over and including 20 mm thick screed bed in CM 1:4 as in floors complete all as specified. Note : Quoted rate shall be deemed to include cost of screed bed.

300

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M&L for 75 mm thick cement concrete 1:4:8, type D-2, using 40 mm graded stone aggregate, as in Sub base / path / flooring complete all as specified and as directed.

1330

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M&L for hardcore of broken stone boulder of gauge n exc 63 mm, deposited, spread and leveled in layers n exc 15 cm thick watered and rammed to true surface.

10

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Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth, for foundation, / laying of pipe / cable etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard dense soil complete.

20

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Removing excavated soil to a distance not exc 50 m and depositing where directed at level n exc 1.5 m above the starting point.

8

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Returning, filling in including spreading levelling watering and well ramming in layer n.exc 25 cm thick using excavated soil all as specified and directed.

12

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M&L for Precast RCC 1:2:4 type B1 using 20 mm graded stone aggregates as in cover slab for soakage well / manhole/ drain cover and similar works supported on walls and set in cement mortar 1:4 including demolition of old cover slab complete. Note:- Reinforcement steel will be measured & paid separately

10

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M&L for steel reinforcement of TMT bars (Fe-500 Grade) 8 mm dia and over cut to length and bent to shape required including cranking bending spirally, hooking end and binding with mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips all as specified and directed.

900

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M&L for cutting & removing 150 mm dia drain pipe from existing manhole and inserting new drain pipe of dia 150 mm, making good disturbed surface & benching with cement concrete 1:2:4 type B-1, complete all as specified & directed. (new drain pipe will be measured & paid separately.

7

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S&F in repair 75 mm outer dia PVC (SWR) pipe single socketed in any length with rubber ring joints, laid in trenches or in floors / fix to wall including taking down of existing unservicebale pipes, complete all as specified and directed.

20

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S&F 75 mm size PVC (SWR) bends any radius complete all as specified.

6

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S&F 110 mm size PVC (SWR) bends any radius complete all as specified.

6

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S&F in repair for 110 mm outer dia PVC (SWR) vent cowl, complete all as specified and directed.

6

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S & F in repair 75 mm size PVC (SWR) floor trap plain with grating including jointing with solvent cement, complete all as specified and directed.

10

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S&F in repair 125 / 110 mm size PVC (SWR) gully trap with grating including jointing with solvent cement, complete all as specified and directed.

6

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Taking down cement plaster in cement or cement lime mortar on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water etc, Including removal of debries all specified and directed.

600

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M&L for Rendering 15 mm thick in cement and sand mortar 1:4 on brick work or cement concrete wall surfaces including finishing the surface even and smooth without using extra cement complete all as specified.

1000

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Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm / litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre / 10 sqm Note- Primer and emmulsion to be carried out through air less spray machine ( Mechanical means) (Note:- Rate included for necessary scaffolding and arrangments for working upto 15m height and working on any type of roof like AC sheet, Galvalume sheet with necessary safety measures)

1000

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Dismantling posts or struts embedded in concrete, brick work, masnory, etc (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground

124

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Dismantling chain link fencing fixed with steel or wood fillets, of any type complete all as specified.

300

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Excavation in post holes each n.exc 0.5 Cum getting out in soft loose soils, returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm and removing surplus soil to ad distance n.exc 50 m and making good surface.

62

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M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone) as in foundation and mass concrete, complete all as specified and directed.

9

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M&L for mild steel work in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed.

1315

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Supply only chain link fencing of galvanized steel wire of any dia / aparure as directed, made up into mattresses or cages lapped wired conforming to IS 2721 all as specified & directed. Note:-Fixing only fencing will be measured and paid separately.

1025

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Fixing only chain link fencing of description fixed to steel post with mild steel flat & nut bolt etc. Note: (i) Supply only fencing, will be measured and paid separately. (ii) Supply and fix mild steel nut bolt, line wire and flat will be measured and paid separately.

300

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Supply and fix 10 mm dia mild steel round bar as in line wire for chain link fencing fixed with GI wire including applying two coats aluminium paint over one coat red oxide primer after preparation of surfaces all as directed.

197

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M&L for applying two coat of synthetic enamel paint over a coat of red oxide primer on steel surface of any description over 10 cm in width or girth complete all as specified & directed by Engineer-in-Charge

32

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S&F Mild steel screw bolts (machine made) of 10 mm dia of sank with hexagonal or squre head at one end & screw the other or screwed both end (as directed)each screwed end to be fitted with washer and one hexagonal or square nut n exc 5 cm long, complete all as specified and directed.

5

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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.

20

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M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels, drains including all necessary form work and demolition of old PCC complete all as specified and directed.

20

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M&L for 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 and directed.

100

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Add or deduct to item No 68 above for each 25 mm girth or part thereof over or under 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed.

100

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S&F 3 mm thick Aluminium composite panel in non metallic colour of approved shades consisting of 2 mm thick mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on exposed face and polymer (Service) coating on other face, fixed over frame work of any descreption / in any position with necessary scaffolding and arrangments for working upto 10 m height all per manufacturer instruction including dismentling old ACP complete all as specified & as directed.

4

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S&F Steel frame work fabricated with rectangular / Square hollow section, including special shaped, washers etc including cutting welding, bending in shape etc using tube of YST 310 grade confirming to to IS-4923 erect & fixed in any position with necessary scaffolding and arrangments for working upto 10 m height including dismentling old frame work complete all as specified & directed.

130

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S&F 450 mm hight letter (english, as per sample kept in GE,s office), fabricated with 1.2 mm thick stainless sheet steel (Grade 304), fabrucated hollow, and 25 mm thick, fixed over ACP sheet, including buffing polishing complete all as specified & directed.

21

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S&F 450 mm x 450 mm size MES emblem, (as per sample kept in GE,s office) fabricated with 1.2 mm thick stainless sheet steel (Grade 304), fabricated hollow, and 25 mm thick, fixed over ACP sheet, including supply & pasting computer cut design self adhesive 0.25 mm thick PVC sheet on top portion & buffing polishing complete all as specified & directed.

2

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Dismantling floor, stone flooring, hearth or wall tiling including cement mortar bedding (but not backing), removing rubbish off the premises

60

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M&L 6-10mm thick wall tiles (light weight tiles) in repairs in vertical surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over 10mm thick screed in CM 1:3.

60

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