Military Engineer Services Tender
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Military Engineer Services - MES Tender
Coronavirus COVID 19
Eprocure
Opening Date10 Jul 2018
Closing Date17 Aug 2018
Tender Amount₹ 44,13,047
Costs
EMD
₹ 99,000Document Cost
Refer DocumentsTender 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
2018_MES_202425_1Bid Award Id
ViewTender No
80302Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Taking down chowkats or frames with shutters not exceeding 1.5 Sqm each (without taking off shutter from the frame) complete all as directed.
6
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Taking down chowkhats or frames with shutters 1.5 Sqm but not exc 4.00 Sqm (without taking off shutters from the frame) complete all as directed.
1
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Dismantling structural steel work of any description and in any position all as specified & as directed.
1.5
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Material and labour for cutting holes in brick walls built in cement mortar for inserting hold fast and making good dismantled portion in cement concrete 1:2:4 type B-1, depth exceeding half brick but n exc one brick complete all as specified.
30
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Supply & fix flat iron mild steel hold fast 25 mm x 3 mm to frame conforming to Fe 410-O all as specified and directed.
2
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Supply & fix steel window with side hung shutter including box type hinges with steel handle and steel peg stay, complete with glazing bars, dovetailed or welded all as specified & as directed.
7.5
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Supply & fix steel ventilator with top hung shutters including hinges with steel peg stay, complete all as specified & as directed.
2.5
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Material and labour for 4 mm thick sheet glass ordinary quality and glazing with oil putty in squares not exc. 0.5 Sqm in each pane complete all as specified & as directed.
7
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Supply & fix framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering. doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified.
2500
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Material & labour 75 mm thick cement concrete type C-2, 1:3:6 (40 mm graded stone aggregate) for plinth protection, paving and path including filling of joints with approved sealing material all as specified & as directed.
40
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Material and labour rendering 10 mm thick on fair faces of brick work in CM 1:3 as screed bed for wall tiles/ kota stone all as specified & as directed.
67
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Material and labour 100 mm thick PCC 1:2:4 type B2 (40mm graded stone aggregate) as in flooring laid in alternate bays finished even and fair with out using extra cement all as specified & as directed.
40
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Material and labour 40 mm thick PCC 1:2:4 type B1 (20mm graded stone aggregate) in floor finished smooth and even with out using extra cement all as specified & as directed.
20
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Material and labour for rendering 15 mm thick internal surfaces on brick/ concrete in CM 1:6 finished even and smooth without using extra cement all as specified & as directed. (200+13.50)
213.5
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Material and labour for rendering 5 mm thick plaster in CM (1:3) on ceiling other than fair faces of brick work or stone masonry surfaces finished even and smooth without using extra cement all as specified & as directed.
100
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Material and labour for rendering 15 mm thick on external surfaces of brick or concrete wall surfaces in cement motar 1:4 in two layers, 1st layer shall be of 10 mm thick and 2nd layer 5 mm thick, both layers mixed with water proofing compound and surfaces finished even and smooth without using extra cement all as specified and directed.
Note :- WPC shall be measured and paid under relevant items.
200
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Supply only approved integral water proofing compound.
30
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Material & labour for 2 coats of white wash on ceiling after preparing new plastered surfaces all as specified & as directed.
100
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All as per item No 21 above but one coat.
100
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Material and labour two coats of oil bound distempering on wall surfaces over a coat of chalk whitening putty and preparation of new surfaces all as specified & as directed.
250
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Material and labour preparing new surfaces of walls and applying two coat of cement base paint over a coat of cement primer paint complete cracks filling with exterior wall putty all as specified & as directed.
200
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Material and labour for preparing of old decorative surface of walls and applying one coat of white wash on walls including conrnices etc all as specified & as directed.
100
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Material and labour for two coats cement base paint on external wall after preparing new plaster surface over a coat of primer all as specified and as directed.
200
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Material and labour one coat synthetic enamel paint on old steel surface, over 10 cm in width or girth, not other wise described all as specified & as directed.
60
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Material and labour two coats of synthetic enamel paint on new steel surface, over one coat of red oxide zinc chrome primer,surfaces exc 10 cm in width or girth, not other wise described all as specified & as directed.
40
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Material and labour for preparation of untreated new surfaces of steel & iron work n exc 10 cm in width or girth when unconnected with other painting or when painted in a different tint & applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified & as directed.
222
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Material and labour preparation of new wooden surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed.
8
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Material and labour for preparation of old surfaces of wood and wood based surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint all as specified and directed.
3
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Taking down PCC padding, concrete, brick coba of any thickness on roof slab (up to top of RCC slab) including plastering and existing water proofing treatment and chisseling the existing bituminious surface, cleaning the surface by removing bituminous coating and disposing of rubbish materials to a distance not exceeding 100 m meters all as directed.
100
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Materal and labour for roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. and brushing neat cement slurry with 3.0 kg of cement per square all as specified & as directed.
100
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Materal and labour for grouting in roof/floor/sunken slab through injection nipples including drilling injection point to a depth n exc 75mm using non shrink epoxy grout manufactured by M/s Pidilte/ M/s Fosroc/ M/s Mc Buchemic to fill up all capillaries voids, honey combing areas inside concret substrata, grouting shall be done with pressure 2-4 kg/Sqcm and continued till refusal, after grouting nozzles to be sealed with the sealing compound/ mortar etc, all as per manufacturers instructions and as directed. (Epoxy compound to be mixed with cement as per manufacturer instructions).
12
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Material & labour 30mm thick PCC 1:2:4, type B0 (12.5mm graded stone aggregates) as in padding concrete on roofs as a leveling course to receive water proofing treatement, laid to required slope, finished even and smooth using extra cement all as specified and as directed.
100
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Material & labour 15mm thick screed bed or bedding layer in CM 1:4 mixed with integral water proofing compound over padding concrete/ RCC roof slab or vertical surfaces of brick wall finished even and fair all as specified and as directed.
Note :- Water proofing compound will be measured and paid separately.
100
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Material & labour for cleaning of roof surfaces and applying a coat bituminus primer @ 0.30 litre per sqm including laying of APP based polymeric membrane weighing3.00 kg/ Sqm and minimum 3mm thick reinforced with polyster non woven fabric (wt, not less than 150gms/sqm) including two coats of aluminium paint @ 1.2kg per 10 sqm each coat etc., complete all as specified & as directed.
100
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Demolition of brick work built in cement mortor, including all quoins, arches pillars etc. all as directed. (2.50+4.80)
7.3
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Material & labour for Fly ash brick 75kg/ sqcm compressive strength modular size, straight or curved on plain exc. 6 metre mean redius built in cement mortar 1:4 complete all as specified & as directed. (5.0+4.80)
9.8
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Material & labour second class hard wood plain fillets, square, rectangular or triangular in section, bullnosed, splayed, chamfered or rounded on one edge or face wrought, fixed with nails or beads sectional area exc 6 but n. exceeding 13 Sqcm complete all as specified & as directed.
12
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Supply & fix second class hard wood plain, solid straight chowkats and frames, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints complete as specified and directed.
0.15
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Suply and fix 35mm thick factory made, second class hard wood rail and style, plain framed, pannelled shutter (any number of panels) with lock rail and panel of 9mm BWP commercial ply or 12/19 mm veneered particle board with commercial veneering on both faces, (size of rail and style as per IS 1003(Part-I), kiln seasoned and chemically pressure treated & fitted to chowkats all as specified.
2.5
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Material and labour pressed steel door frames with one or more rebates incl. necessary fixing lugs, hinges, lock strike plate etc. complete size of frame 125x60mm all as specified & as directed.
6
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Material and labour PCC 1:3:6 Type C1 using 20 mm graded stone aggregate as in filling of pressed steel chowkats etc complete all as specified.
0.05
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Supply & fix 150mm long aluminium anodised barrel tower bolts of extruded section complete all as specified (SI marked)
3
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Supply & fix 125mm long size extruded aluminium alloy handles, cast type anodised complete as specified (ISI Marked).
2
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Supply & fix 100mm size SS butt hinges medium weight, cold rolled.
3
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Supply & fix 300mm long aluminum alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet cast or extruded sections and fixing bolts and silding bolts of extruded section or cast aluminum alloy and fix complete all as specified and directed.
2
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Material and labour for second class soft wood timber scantling, clean sawn, and fixed complete all as specified and as directed.
0.05
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Material and labour kota stone slab flooring 20-25 mm thick laid over and including cement screed bed 15 mm thick in (CM 1:4) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
70
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Material and labour kota stone slab flooring 20-25 mm thick in riser of steps, skirting, dado and pillar laid over & including cement screed bed 15 mm thick in CM(1:4) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
7
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Material and labour 25mm thick plain cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in sub base/ floor finish all as specified and directed.
80
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Materials and labour RCC 1:2:4 Type B1 using 20mm graded stone aggregate as in chajjas all as specified and as directed.
0.5
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Use & waste of form work to chajjas for rough finished surfaces of concrete flat including necessary scaffolding staging complete all as directed.
4
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Supply and fix health faucet (hygenic shower) for EWC with complete fittings approved by GE.
1
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Supply & fix viterous China squatting pan, 'Orissa' pattern, size 580x440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) with S or P trap front or back inlet complete including connection to trap and to flushing pipe anti syphonape pipe, including provn of lean concrete (1:5:10) using 40mm brick agg bedding complete complete all as specified and directed.
1
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Supply & fix in repair PVC valve less syphonic action type flushing cistern of 10 ltrs capacity low level with inlet ball valve, float & handle incl brackts, flushing pipe as required at site. apporoved by GE
1
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Supply & fix 15mm dia PVC connection 450 mm long with PTMT nuts fixed as in repairs.
4
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Taking up or down 15mm bore of steel tubing and connections, including cleaning for refixing or removal to store.
15
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Supply & fix 15mm bore steel water tubing "medium grade" galvanised, with all fittings and fixed complete to walls and ceilings or land in floors complete all as specified and directed.
15
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Supply & fix 15mm bore fancy type, chromium plated concealed stop cock cast copper alloy screwed down high pressure with crutch or buttur fly handle, screwed both for pipe. Make-jaguar, cat No.069
4
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Supply & fix fancy type bib taps of size 15mm bore, cast copper alloy with crutch or butter fly handle, screwed down screwed for iron pipe or brass ferrule chromium plated complete all as directed.
2
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Supply and fix fancy type pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and as directed.
1
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Supply and fix towel ring brass chromium plated, brass screwes fixed with PVC rawl plug.
1
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Supply & fix vitreous toilet paper holder fixed to walls with chromium plated brass screws all as specified and directed.
1
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Supply & fix in repair 15 mm bore stop valves/ Angle valves chromium plated, fancy type with long shank and cup (concealed type) cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for unions and fixed all as specified and directed.
3
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Supply and Fix waste fittings, brass chromium plated for sinks, WHB, etc with long screwed shanks and fly nut 32mm size etc. all as specified and as directed.
2
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Material & Labour PVC (SWR) Gully trap 125x110mm bore plain with grating including jointing with solvent cement complete all as specified and as directed.
1
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Supply and fix mirror of approved quality with proper wall fixing arrangement and brass clamps, size of mirror not exc 2 Sqm each and directed and as approved by GE.
1
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Material & Labour for 75 mm thick PCC 1:4:8 type D2 using 40 mm graded stone aggregates as in sub base under floor, complete all as specified and directed.
250
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Material & labour PCC interlocking paver blocks natural rubber moulded manufactured from ordinary portland cement mixed with pigment strength minimum M-35 grade concrete, vibrocompacting, conforming to IS 15658-2006 over and including 20 mm thick sand dry bedding layer all as specified & as directed.
250
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Material & labour precast cement concrete type B-I 1:2:4 (20 mm graded stone aggregates) as in curb stone all as specified and as directed .
15
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Excavating in post hols each n. exc 0.5 cum getting out in soft/ loose soil, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm.
200
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Material and labour for cement conrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed.
5
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Supply and fix steel angle section confirming to Fe-290 Grade E- 165 as in posts & struts in fencing including cutting tops to shape as required including all necessary drillings, bolting or rivetting etc. complete all as specified and directed.
4150
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Material & labour for mild steel bars 10 mm dia and over cut to length, bent to shape required including straining chain link fencing complete specified and directed.
1110
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Supply only chain link fencing including tightening complete all as specified and directed.
420
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Fixing only chain link fencing including line wires any mesh, size & type to any type of standards, rails, straining bolts, etc including provision of binding wire all as directed.
105
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Supply and fix mild steel screw bolts (machine made) with hexagonal or square heads at one end and the screwed the other to be fitted with washers and one hexagonal or square nut, exc 5 cm but n. exc 10 cm long, dia of shank 5 to 10mm all as specified and directed.
3
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Supply and fix framed work such as grills, gratings, etc., with ends of bars shouldered and /or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe.290 Grade E-165 complete all as specified and directed.
500
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Supply & fix rotational moulded polythylene water storage tank(multi layers cylinderical vertical with closed top) hoisted and fixed in position for the 500 ltrs capcity including dismantling the existing unserviceable of capacity 500 ltrs and including float valve 20mm brass fixed complete all as specified and directed.
1
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Taking up or down 20 mm old steel tubing and connections including cleaning for refixing or removal to store .
5
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Supply and fixing 20mm bore steel water tubing " medium grade" galvanised, with all fittings and fixed complete to walls and ceilings or land in floors.
5
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Supply and fix 600 mm x 450 mm bevelled edge mirror of selected quality glass, mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers all as specified and directed.
1
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Supply & fix 20 mm chromium plated, fancy type cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipes or unions and fixed and taking down old one all as specified and directed.
1
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Supply and fix galvanished mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperature 1.18mm and fixed with tinned tacks all as specified and directed.
25
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Dismantling of post or struts (woof, steel or RCC) any sec and taking out embedded portion and making good disturbed ground.
750
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Dismantling fencing wire mesh of any type all as specified and directed.
105
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(b) EXTERNAL WATER SUPPLY
Excavation in trench not exceeding 1.5 Mtr in depth and not exceding 1.5 Mtr in width and getting out in soft/loose soil all as specified and directed. (21+86)
107
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Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cms all as specified and directed. (19+85)
104
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Removing surplus spoil to a distance not exceeding 50m and depositing where directed at level not exc. 1.5 m above starting point. (81+1)
82
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Taking out old u/s pebbles/boulders/aggregate any size and depositing the same at AGE E/M subdivision
79
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Material and labour for pebble media of sizes 40-50mm confirming to the following specification:-
Bulk density 1500kg/Cum
UC less than 1.5%
Acid solubility less than 5%
54
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Material and labour for pebble media of sizes 12-25 mm confirming to the following specification:-
Bulk density 1500kg/Cum
UC less than 1.5%
Acid solubility less than 5%
10
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Material and labour for spreading, ramming and compacting fine aggregate 3-5mm all as specified and directed.
15
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Taking out old u/s RCC pipe any size and depositing the same at AGE E/M subdivison all as directed.
2
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Material & labour for 1250 mm bore Reinforced concrete pipe, class NP3, laid and jointed complete with collers bore all as specified and directed.
2
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Rough excavation in soft/loose soil not exceeding 1.5m deep and getting out all as specified and directed.
54
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Excavation in soft/loose soil for each additional 1.5m or part there of in depth beyond the first 1.5m and getting out all as specified and directed (25+1).
26
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Drilling of trial bore in any type of strata soil/ rock perfectly vertical 200mm bore hole for 120 mtr depth by DTH method or any other approved method including formation of sample collection and discharge of water, shifting transportation of material and equipment equipment and preparation etc complete all as specified and as directed.
Note:-
(a) Development of trial bore well along with other connected works will be executed only if adequate water boring strata is encountered during the drilling of trial bore. (b) Decision of the Accepting Officer in regard so to above shall be final and binding on be contractor and no claim whatever will be entertained in this regard.
(c) The above quantities are for one bore well.
300
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Development of trial bore by reaming in following steps:-
(a) From 250mm to 350mm
reaming up to 675mm for 60 RM from ground level including casing pipe of 350mm dia and thickness 8mm and pea gravel
60
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Development of tube well with compressed air and after with 25% extra capacity pump by pumping muddy water.
16
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Supply and fixing/lowering MS casing pipe class B 200mm dia 5.4mm thick duly ISI marked in random length of 4 to 7 mtrs plain end pipe jointed and welded with coupler ring continuosly welded through out the circumference of the pipe complete on both side all as specified for the tube well assembly.
43
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All as item No 103 herein before but slotted MS casing pipe class B 200mm dia 5.4mm thick able to bear 20kgf/sqcm duly ISI marked in random length of 4 to 7 mtr plain end pipe, jointed and welded with coupler ring continuosly through out the circumference of the pipe complete on both sides all as specified for the tube well assembly slotted pipes.
40
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Taking up old unserviceable MS welded cap any size and depositing the same at AGE E/M subdivision
2
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Material and labour for MS welded well cap of size 30mm dia 6mm thickness and similar to casing pipe including welding with angle iron/flat iron to casing pipe last piece left above ground including iron handle including necessary nuts, bolts etc all as specified.
2
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Collection of water samples testing and submission of report for chemical and bacteriological analysis duly comparative with potability all as directed.
2
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Supplying and collecting samples of soil at each level in sample strata box submitting the same at AGE E/M subdivision as directed by Engr-in-Charge.
2
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Conducting yield test of tube well by operating the pump set continuosly for a period of 16 HRs and measuing the discharge and drawdown of tube well at a suitable time interval as per the direction of engineer in charge including cost of energy, cost of installation of suitable measuring device and hire charges for pumping set of suitable capacity.
2
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Supply, install,testing, commissioning of submerssible electrical driven pumpset of suitable capacity for discharge of 180 LPM at 74 mtr head multistage, outlet size 50mm bore with suitable motor AC, 3 Phase, 415 volts, 50 Hz, and including electrical connections, electric submerssible cables, ( length and of size as required) starters, with in-built NRV and water proof joints etc complete all as specified and directed.
2
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Supply, fabricate and fix in replacement of column pipe with heavy grade GI tubing of size 50mm bore in 3 mtr length and heavy duty fittings for submersible pump set including socket fully screwed and welded at one end all as directed.
80
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Material and labour for PCC 1:4:8 type D-2 (using 40mm grade stone aggregate) for earth pit including necessary form work complete all as specified and as directed.
2.7
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Material and labour for PCC 1:2:4 type B-1 (using 20mm graded stone aggregates) for earth pit including necessary form work complete all as specified and as directed.
0.9
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Taking out old u/s phase failure relay, MCB set etc and depositing the same at AGE E/M subdivision
1
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Material and labour for phase failure relay (Auto Reset, 60 volts unbalance fixed contract) and contractor 3 pole, 12.5HP, 32 Amp per phase with AC coil 440V fixed in IP 65 box of size 315x450x214mm having cable entry glands, terminals, DIN rail etc along with by pass arrangement and all wiring with appropriate FRLS annealed copper stranded wire of single core with all colour coding and to be fixed on pole using two iron clamps of 35x4mm
Make : Single phase preventor-Minilec cat no USP D1 or equivalent, Contactor Havells Cat No CN2 18 T01 or equivalent in Siemens, GE, IP 65 Box or Hensel cat No MI9311T or equivalent as approved.
1
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Taking out old u/s cast iron pipe any class, dia and depositing the same at AGE E/M subdivision.
60
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Taking out old u/s GI pipe any grade, dia and depositing the same at AGE E/M subdivsion
200
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Taking down and depositing the old u/s sluice valve at AGE E/M storeyard and Supply and fix 80 mm bore new sluice valve (hex type), cast screwed down, high pressure (PN 1.6) with iron wheel handle, brass spindle, brass seat screwed both ends for iron pipe or unions or flange all as specified and as directed.
1
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Supply and fix MS pipe "C" class of 350mm bore with 350 to 200mm reducer on other end with 02 No flanged type holes of 150mm each in order to connect existing pipe having approx 5 meter length all as specified and as directed.
1
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Taking up cast iron water mains 200 mm bore(including all fittings) with spigot and socket ends and lead joints including burning out joints and recovering lead all as directed.
60
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Re- laying old cast iron pipes of any type taken out vide item no. 120 hereinbefore in any length laid in trenchs of 200 mm bore size all as directed.
20
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Material and labour for run lead joint of cast iron pipes of size 200mm bore all as specified and directed.
4
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Cutting cast iron pipes of 200 mm bore size and reducing to required length before laying all as specified and directed by Engr-in-Charge.
4
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Supply and fix cast iron pipes with spigot and socket ends centrifugally cast class LA in any length laid in trenches, tee socket, elbow union as per site requirement including all items of 200mm bore size all as specified and directed
60
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Supply and fix cast iron double office kinectic air release valve for 200mm bore CI line as per IS 14845 in PN (1.0) type DK including all necessary earth work and accessories all complete as directed by Engr-in-Charge including taking up old u/s valves and depositing the same at AGE E/M storeyard.
2
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Taking down and depositing the old u/s sluice valve at AGE E/M storeyard and supply and fix new sluice valve conforming to IS 780/IS 14846-2000 PN-1.6 flanged as stainless steel spindles with cap & handle opening arrangement of sizes 200 mm bore all as specified & as directed.
1
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Dismantling and removing damaged valve chamber brick masonry, PCC coping, pits of valve chambers and removing debris from site to a distance exc 50 meter by not exc 100 meter all as directed.
2
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Material & labour valve chamber of size 900mmx900mmx900mm (Internal) with fly ash brick masonary 230 mm thick in CM1:6, PCC 1:4:8 type, D2 foundation 75mm thick, finished fair and even, PCC 1:2:4 type, B 1 coping 150mm thick on top of brick wall for fixing chamber cover, 10 mm thick cement mortar 1:4 plaster on exposed surfaces of brick wall (both internal and external), mild size frame fixed to PCC coping with the same size of angle iron, hold fast and with necessary handle and locking mild steel angle iron 40x40x6 mm size, metal surfaces duly painted with black bituminous paint over a coat of red oxide zinc chrome primer and finishing the masonry/concrete surfaces with 3 costs of white wash inclusing necessary excavation and earth work in any type of soil complete all as specified and directed.
2
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Taking up old unserviceable CI fitting of any size and depositing the same at AGE E/M storeyard all as directed.
60
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Meterial and labour CI fittings such as bends (any type redius and angle), tapers any type, (straight, bend, increasing, decreasing or double socket etc) tee pieces, single branch 'Y' junction, double branch, cross (all sockets or socket & spigot) collars, caps &plugs etc for spigot and socketed CI pipes of size upto 150mm bore all as specified.
115
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Supply and fix non - return sluice valve of size 200 mm bore cast iron body with by- pass arrangement conforming to IS with Jointing and jointing meterials including taking up old u/s valves and depositing the same at AGE E/M storeyard all as specified & directed.
1
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Material and labour for repairs/ rectification of leakage in underground cast iron pipe lead joint by caulking lead wool/pig lead complete including excavation and earth work for exposing the joint and working space on the site, returning filling in and making good to the existing earth level of the surroundings after repair for 200 mm bore sizes of pipes all specified and directed.
Note :
(a) The rate quoted shall be deemed to include excavation and earthwork complete. (b) Lead wool/pig lead shall be measured and paid separately.
(c) In case of any leakage on the same joint contractor will rectifiy without any financial effect with in six months
10
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Supply, Install and testing of LT panel board outdoor type, weather and vermin proof, factory fabricated, cubical type, made out of CRCA sheet 3.15mm thick with mounting on frame of angle iron 50x50x6mm fixed on ground but not less than high 30 cm from ground level suitable for 415 volt, 3 phase, 4 wire system with back openable and front single door of each compartment with sliding bolt for locking arrangement with PVC star screwing hinged arrangement, epoxy power coated, control SP MCB, internal wiring complete with copper conductor cable for metering system and CT's complete all as specified, comprising by providing of the following equipments/fitments complete :-
1
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(a) Aluminium busbar suitable for three phase four wire system of current rating 400 Amps covered with coloured PVC sleeves as per colour code mounted on DMC insulators-01 set
(b) MCCB, 4 Pole, 415 volts of current rating 200 Amps, fixed thermal magnetic setting and rupturing capacity 25 KA-01 No Make Schneider Model No NKF250D160AC4PF or equivalent in GE, Siemens.
(c) MCCB 4 pole of current rating 80 Amps fixed thermal magnetic setting and rupturing capacity 25 KA-02 Nos Make Schneider Model No NKF250D125AC or equivalent in 4PF, Siemens.
(d) MCB, 04 pole of current rating 16 Amps fixed and rupturing capacity 10 KA-04 Nos Make Schneider model No NKF250D125AC4PF or equivalent in GE, Siemens.
(e) Contactor 3 Pole 25 Amps with add on block-02 Nos.
(f) Digital volt meter 96mm square mouthed type 0-500 Volts-01No.
(g) Digital Amp meter 96mm square mouthed type 0-200 Amp with CT's ratio-01 No.
(h) Indicating LED's (RYB) set of three-01 set.
(j) Over load relay-02 Nos Make Minilec, L &T, GE.
(k) Internal wiring complete with copper cable of suitable size and lugs including gland packing complete
(l) PCC 1:2:4 type B-1 as in foundation incl earth work, form work, rendering etc complete all as specified.
(m) 80 AMPS contactors with add on block-06 Nos Make Schneider, GE, Siemens.
(n) Single phase preventer-02 No Make : Minilec, L&T, GE
(o) On/Off push button set-04 Nos Make L&T, GE, Siemens
(P) On/off indications set-04 Nos Make L&T, GE, Siemens
(q) 45 HP soft starter-02 Nos Make GE, L&T, Siemens
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Supply and fix centrifugal pump with discharge 154 LPM, 90M head and 12 mtr suction for working with 45 HP pump 3 staging impellar, including all necessary suction pipes (ISI approved) NRV, reducer, foot valve, water pressure guage, foundation, copper cable of suitable size (of required length) etc all as specified and directed.
2
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c) EXTERNAL ELECTRIC SUPPLY
Taking out old u/s GOD any size, capacity and depositing the same at AGE E/M storeyard all as directed.
1
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Supply and fix switch Air brake, Gang operated HT 11 KV Triple pole, mechanically operated, mounted on insulator and steel frame, with operating mechanism worked from ground level, for current rating upto 200 amps all as specified & as directed.
1
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Taking out old u/s lighting arrester any size, capcity and depositing the same at AGE E/M storeyard.
1
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Supply & fix lightning arresters 11 KV expulsion type complete with all fittings, transmission class, discharge capcity 65 kile amp all as specified & as directed.
1
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Taking down old u/s iron items any sizre, capacity and depositing the same at AGE E/M storeyard.
170
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Meterial and labour for Cross arms, bracing, clamps and back plates fabricated from structural steel section including nuts, bolts, washers, welding, bending cold or hot drilling holes for bolts, in any shape or size including two coats of aluminium paint over one coat of red oxide primer complete all as specified & as directed.
150
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Meterial and labour in repair for Anti climbing device, spikes type fabricated out of MS bars (round square and flat) including nuts, bolts washers and welding in two halves made to shape to suit the corss section of the pole all as specified and directed by Engr-in-Charge.
20
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Taking down old u/s danger notice board any size, capacity and depositing the same at the AGE E/m storeyard.
2
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Supply and fix danger notice plate of 1.6mm thick mild steel, vitreous enamelled white, with letters, figures and convertional skull and bones in signal red colour and fixed with M.S clamps, bolts and nuts of approved size, for HT, 25x20 cm size all as specified & as directed.
2
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Restringing and stretching of HT/LT OH line of ACSR conductor of any size including cleaning of insulators and aluminium wire for binding all as directed for the following:-
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(a) 3 phase 3 wire system measured as single run.
200
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Supply and fix aluminium conductor steel reinforced, all sizes including supply & fixing copper binding wire or aluminium tapes which shall not be included in the weight of conductors all as specified & directed.
0.1
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Material and labour for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregats) for coping including necessary form work complete all as specified and as directed.
3.84
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Material and labour for PCC 1:2:4 type B-1 (Using 20mm graded stone aggregats) for coping including necessary formwork complete all as specified and as directed.
0.58
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Taking out old u/s cement poles any size, capacity, including dismantling of PCC at foundation and depositing the poles at AGE E/m storeyard all as directed.
2
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Supply and fix steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified type 410 SP-55 (11 meters long) all as specified & as directed.
2
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Taking down old u/s insulators of any size, capacity and depositing the same at AGE E/m storeyard all as directed.
6
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Material & labour for shackle type porcelain, vitreous, white, brown or green inslulators 100 mm height 115 mm dia including galvanished mild steel straps of size 31x5mm, washers, insulators bolts of 14 mm dia for 1100 volts grade complete all as specified and as directed.
3
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Material & labour for pin type porcelain, vitreous, white, brown or green inslulators including one galvanised mild steel spindle, two galvanised iron washers and one galvanised iron nut, 50 mm height, 65 mm dia for 550 volts grade all as specified and as directed.
3
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Taking down old u/s end termination joint of HT any size, capcity and depositning the same at AGE E/M storeyard all as directed.
2
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Supply and fix out door type cable end termination joint heat shrinkable type for HT XLPE 11000 volt grade with aluminium lugs and gland packing complete, including testing on load for the size 95 sq mm 3 core of the cable all as specified and as directed.
2
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Taking down old u/s cable of any size capcity and depositing the same at AGE E/M storeyard including necesary earthwork in any type of soil all as specified & as directed.
295
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Supply and fix XLPE insulated armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, with following cross sectional area and core including laying, jointing and testing complete all as specified and as directed :-
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10 Sq mm 2 core
100
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16 sq mm 4 core
10
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35 sq mm 3 core
100
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95 sq mm 3.5 core
50
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Supply & fix XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) with aluminium conductor, 11000 volt grade, cross area 95 sq mm3 core including jointing, testing complete all as specified & as directed.
35
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Supply and fix double wall corrugated high density polymer ethylene (HDPE) pipe for laying of electric cable of 63 mm outer dia and 51 mm inner dia with IS 14930 (Part2) 2001 laid in trenches, wall, floor, pole including bends, sockets and other connected accessories complete all as specified and directed.
285
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Material and labour for earthing complete with GI earth plate electrode 60x60cmx6.3mm thick and burried directly in ground (earth pit n not less than 2.25 meter deep below ground level) with top edge of the plate not less than 2.25 meter below normal ground level, connected to GI earth plate with GI strip of size 32x6 mm by means of bolts, nuts check nuts and washers of galvanized iron or steel all as shown in electrical plate No 3 connected to earthing test point complete, all as specified and including testing on completion including PCC pit (1:3:6) type C-1, 100 mm thick precast RCC cover in (1:2:4) reinforced with 8 mm dia MS round bar @ 75 c/c both way with 02 Nos lifting handles of 12mm dia MS plain bar, GI pipe 50 mm bore light grade GI pipe for earth lead protection etc complete all as specified and as directed. Note : GI strip beyond 7.5 meter shall be measured and paid seperately.
8
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Earthing complete with galvanised steel earth plate electrode 60x60cmx6cm thick, buried directly in ground (earth pit not less than 2.25 meters deep below ground level) with top edge of the plate not less than 1.5 meter below normal ground level, connected to galvanished earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanished iron or steel all as shown in electrical plate No 3 connected to earthing test point all as specified or indicated including testing on completion all as specified and including testing on completion including PCC pit (1:3:6) type C-1 in cement concrete & 100mm thick precast RCC cover in (1:2:4) type B-I reinforced with 8 mm dia MS round bar @ 75 c/c both way with 02 Nos lifting handles of 12mm dia MS plain bar, GI pipe 15 mm dia light grade GI pipe for earth lead protection etc complete all as specified and as directed .
Note : GI lead wire beyond 7.5 meters shall be measured and paid separately.
6
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Material and labour for white washing two coats after preparation of new surfaces for internal, external surfaces of pump houses complete all as specified and directed.
15
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Taking up of transformer any size/ capacity from AGE E/M subdivision and transporting the same to mowad nalla installation and installing the same on platform and connecting including testing complete as required all as directed.
1
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Note:- The amount of schedule of credit on page No. 44 shall be deducted from the amount quoted against sch 'A' while deriving at the contract sum for accptance.
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