Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date28 May 2025
Closing Date18 Jun 2025
Tender Amount₹ 28,70,000
Costs
EMD
₹ 57,400Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_710928_1Tender No
GE(AF)/CHD/T-13/2025-26Tender 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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Excavating in trenches in soft /loose soil , not exceeding 1.5 m wide and not exceeding 1.5 m depth; for foundation, 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, complete all as specified and directed by Engrineer-in-Charge.
88.4
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Excavating over areas, not exceeding 1.5 m deep and getting out in Hard/dense soil , complete all as specified and directed by Engineer-in-Charge.
43.56
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Earth filling under floors ,spreading and levelling including watering and well ramming in layers not exceeding 25cm thick each, complete all as specified and directed by Engineer-in-Charge. Note: Earth obtainrd from excavation free from vegetation, pebbles /foreign material shall be used for filling under floor as approved by Engineer- in Charge.
60
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Bringing approved earth including all cost such as royality if any ,transportation, taxes etc; for filling/forming embankment shall be supplied by contractor from out side MOD land of any lead at his omn arraangment , complete all as specified and directed by Engineer-in-Charge. Note: Earth supplied shall be free from vegetation, pebbles /foreign material as approved by Engineer- in Charge.
15.08
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Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling by mechanical means to achieve 98% maximum dry density and finishing to required size, shape, etc., not exceeding 1.5 m high from base , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Earth brought in accordance with serial item no.6 shall be picked up and used in this item for embankment and surplus soil after necessary back filling shall be utilised as directed by Engineer- in Charge. (ii) Earth used in this item shall be measured and paid separately undre item No 5 here in above.
15.08
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Returning filling soft/ loose soil in trenches including spreading, leveling in layers not exceeding 25cm thick, watering and well ramming, complete all as specified and directed.
114.66
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Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.
48.57
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Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area , complete all as specified and directed by Engineer-in-Charge.
50
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Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) , complete all as specified and directed by Engineer-in-Charge.
30
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Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface , complete all as specified and directed by Engineer-in-Charge.
24
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Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area , complete all as specified and directed by Engineer-in-Charge.
40
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Hardcore of gauge exceeding 63 mm but not exceeding 100 mm of broken stone or boulders , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.
12
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Plain cement concrete ,100 mm thick (1:3:6) type C-2, using 40 mm graded mechanically crushed stone aggregatesd topping as in sub base ,foundations, filling and mass concrete,path ,paving etc complete all as specified and directed by Engineer-in-Charge.
0.25
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Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
9.6
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Plain cement concrete ,75 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregatesd topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
78
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Plain cement concrete ,100 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregatesd topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
149
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Sand filling under floors or in foundations including watering and consolidation for laying of polythene film, complete all as specified and directed by Engineer-in-Charge .
3.82
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Polythin film black, 250 micron thick laid flat without ceases as separation membrane over concrete laid in floors , complete all as specified and directed by Engineer-in-Charge . Note : Quoted rates of this item is for polythene film including for laps, and work in all positions and in narrow widths.Nothing extra shall be admissible on this account.
149
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Cement concret work in pavment/hard-standing of flexural strength 40 kg/per square centimeter in field using 400 kg of cement per cubic meter, thickness of concrete 25 cm or less in and including finishing the surface of concrete roads, pavements by brooming, complete all as specified and directed by Engineer-in-Charge . Note :Quoted rates of this item is inclusive of Use and waste of side form for laying pavement concrete/hard-standing in bays between joints & Contraction expansion joint/or between the two contraction joints for thickness of pavement . Nothing extra shall be admissible on this account.
33.53
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Forming contraction (Dummy) joints 65 mm deep X10 mm wide primed & filled with sealing compound grade "B", complete all as specified and directed by Engineer-in-Charge .
22.35
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Plain cement concrete 75 mm thick, 1:3:6, type C-2, using 40 mm graded mechanically crushed stone aggregates, laid in 1:20 slope as in plinth protection including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/ 25 & two parts heated sand (by volume), surface finished even and fair ,complete all as specified and directed by Engineer-in-Charge. Note :- The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12mm.Quoted rates are inclusive of use and waste of formwork and to devide the area in panels.
40
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Plain cement concrete (1:2:4) type B-0 using 12.5 mm graded mechanically crushed stone aggregates 40 mm thick as in Damp proof course to horizontal or vertical surfcaces including necessary form work in and including water proofing compound as per manufacturers instruction @3% of cement weight, complete all as specified and directed by Engineer-in-Charge. Notes: (i) Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account. (ii) Use and waste of form work shall be included in the quoted rate .
2
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Plain cement concrete ,40 mm thick (1:2:4) type B-1, using 20 mm graded mechanically crushed stone aggregates as in flooring/ padding finished the surface even and rough in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge. Notes :(i)Use and waste of form work/screed strips and to divide the area in panels shall be included in the quoted rate . (ii) Where dividing strips are used, these shall be measured and paid separately,
20
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Brick work with sub-class `B' bricks Fly ash bricks (bricks shall be burnt clay fly ash building bricks as per IS- 13757), straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:6 complete , complete all as specified and directed by Engineer-in-Charge.
40
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Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:4 , complete all as specified and directed by Engineer-in-Charge.
2
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Use & waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batte etc of rough finished flat surfaces, complete all as specified and directed by the Engineer in Charge.
60
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Use & waste of form work to sides of pillars,posts, struts, piers, columns and stanchions etc; with rough finished flat surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
42
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Use & waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves, including sub-ports, overhangs, etc. also splays between floors and beams, etc.; with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
26
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Use & waste of form work to chullah hoods,chajjas, troughs and similar items including edges,with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
5
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Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
50
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Mild steel TMT bars 10mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.
3170
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Mild steel TMT bars 6 to 8mm dia as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.
29
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Mild steel TMT bars 5mm dia and over and upto and including 10mm dia as in stirrups, spacers and binders 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 0.90mm dia. Or securing with clips , complete all as specified and directed by the Engineer in Charge.
1700
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
11
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in Columns, pillars, piers,posts and struts, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
3.15
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in Chajjas, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
0.15
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
3
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likes, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
5
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First quality glazed ceramic coloured tiles of 450x300x7mm thick laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement with pigment to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.
15
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First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick, Joint Free (square/ rectangular) area of each tile exc. 0.11 Sq.m but n.exc. 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Sq.mtr. over and including 15mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.
40
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Vitrified ceramic tiles double charged (Dark Shade) 10 mm thick (square/ractangular) coloured polished tiles, area of each tile exceeding 0.36 sqm not exceeding 0.42 sqm in floors etc. laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:4) including pointing in white or coloured cement to match the shade of tiles ,complete all as specified and as directed by Engineer -in-Charge.
Note :- Design, pattern and colour of tiles will be as approved by GE.
18
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Granite (of any type ) 16-18 mm thick, work (table rubbed and polished) fine grained 'Z' black/red in cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed of 15 mm thick in CM 1:4 ,complete all as specified and as directed by Engineer -in-Charge.
6
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Rendering 15 mm thick plaster on fair faces of brick work or concrete external surfaces in cement mortar (1:4) , finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
110
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Rendering 15 mm thick plaster on fair faces of brick work or concrete internal surfaces in cement mortar (1:6) finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
40
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Rendering 15 mm thick plaster on fair faces of concrete surfaces as in ceiling in cement mortar (1:3), as on finished the surfcae even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
30
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Rendering 15 mm thick plaster other than fair faces of brick work or concrete surfaces in cement mortar (1:4) ,finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
10
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Rendering 15 mm thick on brick masonary surfaces of fair faces in cement mortar 1:4 finished the surfaces even and smooth without using extra cement and mixing with water proofing compound as per manufacturers instruction @3% of cement weight, complete all as specified and directed by Engineer-in-Charge.
Note: Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account.
4.95
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Preparation of new plastered or unplastered surfaces of ceiling and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
30
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Preparation of new plastered or unplastered surfaces of walls and applying two coats of oil bound distemper over a coat of alkali resistant priming paint, complete all as specified and directed by Engineer-in-Charge.
40
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Preparation of newly plastered surfaces of brick wall/ stone/ plastered/concrete/Kerb stone /Ceiling etc and 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 resistant, dirt resistant exterior paint of required shade with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces in camouflage pattern , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Number of coats and pattern of camouflage shall be approved by GE. .
(ii) Weather proof exterior emulsion paint shall be of same manufacturer.
70
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Aluminium powder coating (miniumum thickness of powder coating is 50 micron) frame for doors, windows,ventilators with one or more rebates including joining cleat and rubber beading/ lining for fixing etc., complete all as specified and as directed by Engineer-in- Charge.
130
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Aluminium powder coating (miniumum thickness of powder coating is 50 micron) work for shutters of doors, windows, ventilators, and partitions (Fixed portions) including providing and fixing hinges/pivots and making provosion for fixing of fittings where ever required including the cost of EPDM rubber/neoprene gasket required (fittings shall be fixed and paid separetly ) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,bottom and sides with equired EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawing and all as directed by Engineer -in-charge.
20
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Butt hinges 100 mm size , extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21 ISI marked ,complete all as specified and directed by the Engineer in Charge.
6
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Barrel tower bolts aluminum anodizes of extruded section and fixed of 150 mm long size (length of bolt) ISI marked ,complete all as specified and directed by Engineer-in- Charge.
4
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Handles of size 150 mm 'D' type ,extruded aluminium alloy , fabricated type anodized ISI marked ,complete all as specified and directed by Engineer-in- Charge.
4
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Aluminum alloy, anodized, sliding door bolt with hasp staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy and fixed length of bolt 300mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked) , complete all as specified and directed by Engineer-in-Charge.
2
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Prelaminated particle board 18 mm /19 mm thick ,interior grade, prelaminated both sides with decorative choice lamination for wooden and fixed with screws to timber frame as in cupboards, shutters, shelves, pelmet etc. including fixing 18 mm wide 6 mm thick beading of Ist class HW (Teak) all around ,complete all as specified and directed by Engineer-in- Charge.
10
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Continuous (Piano) hinges, width of flaps (when open) 30mm, stainless steel bright finish or electro galvanised, ISI Marked ,complete all as specified and directed by Engineer-in- Charge.
25
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Hasp & staple of 100mm size , safety type aluminium anodized with mild steel hinge pin including bolt to hinge plate and fixed with screws ,complete all as specified and directed by Engineer-in- Charge.
8
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Handles of size 100 mm 'D' type ,extruded aluminium alloy , fabricated type anodized ISI marked ,complete all as specified and directed by Engineer-in- Charge.
8
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Magnetic catcher with Ball catches with 8mm dia steel ball, and brass body and striking plate including letting in and fixed suitable for kitchen cabinate/cupboard,complete all as specified and directed by Engineer-in- Charge.
6
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Cup board knob 40mm dia, fixed with nut, washers / screws etc., of brass polished, bright finished,complete all as specified and directed by Engineer-in- Charge.
8
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Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor of overall length of cover plate 140mm ,complete all as specified and directed by Engineer-in-Charge.
2
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Aluminium body (extruded section) Door closer hydraulically regulated, designation No. 3 , universal type , suitable for door shutters 851 to 1000 mm in width and of weight between 61 to 80 kg and , complete all as specified and directed by Engineer -in-charge.
2
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Pre-laminated particle board 12 mm thick , interior grade, pre-laminated both side with decorative choice laminaton fixed with screws to aluminium/timber frame work, as in doors or partitions, complete all as specified and directed by Engineer-in-Charge
2
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Pre-laminated particle board 12 mm thick , interior grade, pre-laminated one side with decorative choice laminaton fixed & other side balancing white lamination, fixed with screws to timber /aluminium frame work for wall panelling, complete all as specified and directed by Engineer-in-Charge
20
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Mortice lock of aluminium , 4 levers vertical type, size 100 mm ,complete all as specified and directed by Engineer-in- Charge.
2
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Toughened high strength glass 12 mm thick cut to length as in hinged doors, partition automatic doors and similar work including cutting to shape ,drilling holes and fixrd with aluminium galzing clips, rubber neoprene packing aluminium snap beading screw etc.,complete all as specified and directed by Engineer-in-Charge.
24
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Sheet glass tinted 5.5 mm thick, selected quality in squares not exceeding 0.5 Sq. m in each pane including rubber packing, glazing strips in aluminium frame for ddor/ windows at any position and any height etc,complete all as specified and directed by Engineer-in- Charge.
2
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Steel water tubing, 15 mm bore medium grade ISI Marked, galvanized with all fittings and fixed as in concealed/ surface to walls, ceiling or laid in floors etc , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
10
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Steel water tubing, 20 mm bore medium grade ISI Marked , galvanized with all fittings and fixed complete to walls, ceiling or laid in floors , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
20
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Rotational moulded PVC, tripple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. including ball valve high pressure of PTMT with epoxy coated aluminium door and high density plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 20mm-210 gms ,complete all as specified and directed by Engineer-in- Charge.
1
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Rotational moulded PVC, tripple layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. including ball valve high pressure of PTMT with epoxy coated aluminium door and high density plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 20mm-210 gms ,complete all as specified and directed by Engineer-in- Charge.
1
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Stop cock angular , 15 mm bore fancy type chromium plated cast copper alloy, screwed down,high pressure,with crutch or butterfly handle, screwed both ends for iron pipe or for unions , complete all as specified and directed by Engineer-in-Charge.
4
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Bib taps, long body with flange,15 mm bore fancy type cast copper alloy Chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule , complete all as specified and directed by Engineer-in-Charge.
1
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Pillar tap, fancy type cast copper alloy , with capstan heads, chromium plated , screwed down for 15 mm bore pipe,high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe , complete all as specified and directed by the Engineer in -Charge.
1
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Wash basins ,vitreous china, white,rectangular type of size 550x400mm including brackets and cutting for and pinning in ends of brackets or erecting stand 32mm dia Waste fittings, brass, chromium plated for glazed basins with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed inluding new brackets , complete all as specified and directed by the Engineer in -Charge.
1
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Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including connection to trap,and to flushing pipe, anti-syphonage pipe,etc including 100mm cast iron 'P' or 'S' trap complete including making good to floor , complete all as specified and directed by the Engineer in -Charge.
Note :- Qty and Rates are inclusive of for both P type and S type Traps .
1
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Vitreous china urinal, half stall type (back or corner wall type) , white , complete including providing and fixing plugs, bedding urinal against wall in cement mortar (1:2), securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement fixing with bracket, flush pipe, grating and union for discharge pipe and CP spreader (excluding flushing cistern, flush pipe and waste pipe) , complete all as specified and directed by the Engineer in -Charge.
1
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PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level , complete all as specified and directed by the Engineer in -Charge.
1
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Looking mirror of size 600mmx450mm and 5 mm thick , beveled edge mirror of selected quality, glass mounted 6mm thick commercial plywood with decorative type wooden frame and fixed to wooden plugs with steel screws to wall, complete all as specified and directed by the Engineer in -Charge.
1
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Towel rail 600mm long (between flanges) , 20mm dia, ‘D’ type, brass chromium plated, fixed to walls with screws and plastic cleats,complete all as specified and directed by Engineer-in- Charge.
1
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PVC (SWR) pipes 110 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor, complete all as specified and directed by Engineer-in-Charge.
10
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PVC (SWR) Pipes 110mm bore, single socketed in any length with rubber ring joints, fixed to walls and making good the mouth of rain water pipe ,complete all as specified and directed by Engineer-in- Charge.
6
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PVC (SWR) bends any radius 110mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
4
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Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof of 110mm bore of pipe , complete all as specified and directed by Engineer-in-Charge.
3
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Grating dome 125 mm dia of PTMT and fixing with cement mortar 1:3 (Minimum weight 40gms) ,complete all as specified and directed by Engineer-in- Charge.
2
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Cast iron soil, waste and vent pipe ,75 mm bore of Sand pipes in any length with or without ears, with cement joints, laid in trenches or in floors ,complete all as specified and directed by Engineer-in- Charge.
Note: Excavation work shall be measured and paid separately.
4
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Cast iron soil, waste and vent pipe ,100 mm bore of Sand pipes in any length with or without ears, with cement joints, laid in trenches or in floors in and including dismantling of cast iron work of any description,complete all as specified and directed by Engineer-in- Charge.
Note: Excavation work shall be measured and paid separately.
3
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Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 100 mm bore with ovel access door ISI marked ,complete all as specified and directed by Engineer-in- Charge.
2
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Cast iron floor trap, 75mm dia of out let, ISI marked, with CI grating, including jointing to waste pipe in Plain cement concrete (1:2:4) type B-1 ,complete all as specified and directed by Engineer-in- Charge.
1
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Water proofing treatment on horizontal roof surfaces after clening of surfaces in the following manner including , complete all as specified and directed by Engineer-in-Charge :-
(a) Applying a coat of bituminous primer conforming to IS-3384 :1986 @ 0.30 ltr/sqm (b) Providing with 3 mm thick APP water proofing membrane minimum weighing 3.60 Kg/sqm reinforced with non woven polyster fabric matt (wt. not less than 150 gms/sqm) laid on primed surface by using butane torch by torch application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3 kg/sqm duly sealed at over laps & joints with flame (by torch application) all as per manufacturer’s instructions.
20
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40 mm thick brick tiles laid on roof and including 15 mm thick screed bed in CM (1:6) and jointed grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement , complete all as specified and directed by Engineer-in-Charge.
20
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Providing & fixing false ceiling at all height with fully perforated 12mm thick micro tegular edges or 10mm thick sqaure edged GRG (Glass fibre Reinforce Gypsum) false ceiling tiles of size 595x595mm of approved texture, design and patterns having moisture content less than 2%, humidity resitance of 99%, NRCO.50 to 0.75 as per IS 8225: 1987, Noncombustible as per BS 476 (part 4) -1970 and light reflectance of 85% (minimum) including to be laid in true horizontal level suspended on interlocking metal T -Grid of hot dpeed galvanised iron section of 0.33mm thick (galvanised @ 120 grams per sqm including both both sides ) comprising of main T runners of size 15x32mm of length 3000mm cross-T of size 15x32 mm of length 1200mm and secondary intermediate cross T of size 15x32mm of length 600mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) ie 50mm long, 8mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod upto 1000mm length and L shape level adjuster of size 85x25x2mm galvanised iron perimeter wall angle of size 24x24x0.4mm of length 3000mm to be fized on periphery wall/pertition with the help of plastic rawl plugs at 450mm centre to centre and 40mm long dry wall wood screws. The work shall be carried out as per specification & drg , complete all as specified and directed by Engineer-in-Charge.
24
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Plain cement concrete (1:3:6) type C-1 using 20 mm graded mechanically crushed stone aggregates asemcedding the fencing post/struts , complete all as specified and directed by Engineer-in-Charge.
0.6
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M S work as Framed works 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 railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc ,drilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.
350
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Bands, straps, supports or stays for rainwater, plain angle cleat for securing purlin, knee piece inserts, two way and three way straps, plate washer and similar small articles, confirming to Fe-290 Gde E-165 , complete all as specified and directed by the Engineer-in-Charge.
8
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Plates (plain or chequered) Channels, square, cut or notched (ordinary and counter sunk) forming holes without any attachment of Fe-410-W (Grade E-250) quality B , complete all as specified and directed by the Engineer-in-Charge.
20
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Mild steel screw bolts(machine made)11 to 15mm dia of shank with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or squarae nut, exc 5cm but n.exc 10cm long , complete all as specified and directed by the Engineer-in-Charge.
4
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Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.
30
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Cutting of existing GI pipes of size 80 mm bore in position for tapping /insertion of new tee of size 80x80x25 mm for branch connection by inserting GI fittings such as Tee, Nipple, union etc including necessary excavation & earth work and dewatering of residual water,complete all as specified and directed by Engineer-in-Charge
1
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Steel water tubing, 20 mm bore medium grade ISI Marked, galvanized with all fittings laid in trenches , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
100
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Steel water tubing, 25 mm bore medium grade ISI Marked, galvanized with all fittings laid in trenches , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
50
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Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed for 20 mm bore dia , complete all as specified and directed by the Engineer in -Charge.
2
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Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in bed to SGSW pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
25
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Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by Engineer-in-Charge.
25
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Pre-cast cement concrete1:3:6, type C-1 (using 20mm graded mechanically crushed stone aggregate) as in block masonry with solid blocks, exc.10 cm in width and setting in cement mortar 1:6 including necessary forms/moulds , complete all as specified and directed by Engineer-in-Charge.
7.5
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Providing pre-cast reinforced cement concrete 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:4 as in manhole covers including necessary forms/moulds , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Steel reinforcement shall be measured and paid for separetely. (ii) The quoted rates shall deemed to include for providing two handles of MS round bars 12mm dia and 75mmx5mm flat iron framework alround the RCC cover made to shape as specified in each cover complete .
0.16
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Providing pre-cast reinforced cement concrete 1:3:6 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:6 as in Landing,cover slabs ( manhole covers etc) , Chulla Hoods, Chajja, water troughs, shelves and similar articales with plain faces including necessary forms/moulds , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Steel reinforcement shall be measured and paid for separetely. (ii) The quoted rates shall deemed to include framework as specified .
3.6
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Plain cement concrete (1:2:4) type B-0 by using 12.5 mm graded mechanically crushed stone aggregate as in benching, coping in manhole including forming channels, finishing even & smooth (using extra cement) , complete all as specified and directed by Engineer-in-Charge. Note: Quoted rates are inclusive of use and waste of formwork .
0.3
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Plain cement concrete (1:3:6) type C-2 using 20 mm graded mechanically crushed stone aggregates as in surface channels and drains , complete all as specified and directed by Engineer-in-Charge.
1.5
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc, complete all as specified and directed by the Engineer in Charge.
40
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Construction of septic tank for 10 users with free board depth 0.45m including excavation and earth work in any type of soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCC 1:2:4 type B-1 slab including CI manhole cover (HD) vent pipe and sludge chambers, returning filling in and depositing disposal soil to a distance not exceeding 50 metre, complete all as specified and directed by the Engineer-in-Charge.
1
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Construction of Soakage wells, excavation in any type of soil, foundation in PCC 1:3:6 wells of honey combed and solid in M-25 concrete including intercepting chamber, screen chamber, Brick work in CM 1:4, RCC cover slab in M-25/ SFRC cover ,interconnecting pipes of RCC/DWC ,masonry/ filling with brick bats complete of size 1.80M effective dia x 3.00 M effective depth , complete all as specified and directed by the Engineer-in-Charge.
1
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Point wiring for one light point/fan point/bell point controlled by one switch one way drawn through and including non metalic rigid PVC conduit medium duty of 20mm dia concealed type with all strandard fittings such as Tee junction, bends etc ,using FRLS PVC unsheathed multistrand copper conductor cable of 1.5 sqmm single core including GI terminal box of suitable size for mountingt modular type switches, Sockets etc with mounting plate and cover plate and including earth continuity insulated PVC unsheathed(green colour) 1.5 sqmm copper earth wire connected to common earth dolly ,complete all as specified and as directed by Engineer-in- Charge. Note : Wiring shall be done by using proper colour coding.
18
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All as per srl item No. 117 here-in-before but for 06 Amp socket outlet on independent board, complete all as specified and directed by Engineer-in-Charge. Note : Wiring shall be done by using proper colour coding.
10
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Point wiring for 15 amps socket point controlled by one, one way switch using drawn through and including non metalic rigid PVC conduit medium duty of suitable size with all strandard fittings such as Tee junction, bends etc ,using FRLS PVC unsheathed multistrand copper conductor cable of 2.5 sqmm single core including GI terminal box of suitable size for mountingt modular type switches, Sockets etc with mounting plate and cover plate and including earth continuity insulated PVC unsheathed(green colour) 2.5 sqmm copper earth wire connected to common earth dolly ,complete all as specified and as directed by Engineer-in- Charge. Note : Wiring shall be done by using proper colour coding.
9
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Modular switch 1 way 6 A, 1 module ,complete all as specified and as directed by Engineer-in- Charge.
28
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Modular socket outlet, 2/ 3 pins combined, 6 Amps, 2 module, 230 volts ,complete all as specified and as directed by Engineer-in- Charge.
10
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Modular switch 1 way 16 A, 1 module ,complete all as specified and as directed by Engineer-in- Charge.
9
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-
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Modular socket outlet, 6/ 16 Amps, 2/3 pin combined, 230 volts, 2 module ,complete all as specified and as directed by Engineer-in- Charge.
9
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Ceiling Rose, 3 Phase/ PVC/ Polycarbonate, isolated body, complete all as specified and directed by Engineer-in-Charge.
9
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Ceiling fan regulator step type Modular of 01 modulefor 1200/1400 mm sweep ceiling fan and connecting up ,complete all as specified and directed by Engineer-in- Charge.
1
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MCB SP, 6 to 32 Amps, ,240 Volts ,10 KA 'B' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
8
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MCB SPN, 32 Amps, ,240 Volts ,10 KA 'C' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
2
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Distribution box Double door type , SPN 8 way,with 200 amps rated bus bar, 240 Volts 50 HZ for MCBs, grouted flush to walls complete with IP 65 and metal double door ,epoxy powder coated complete all as specified and directed by Engineer-in- Charge.
1
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Distribution box Double door type , SPN 4 way,with 200 amps rated bus bar, 240 Volts 50 HZ for MCBs, grouted flush to walls complete with IP 65 and metal double door ,epoxy powder coated ,complete all as specified and directed by Engineer-in- Charge.
1
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LED Lights fittings 1x20watt 220v, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose, complete all as specified and directed by Engineer-in-Charge.
1
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LED bulk head luminaire 1 x 9/10W, 220 volts,with IP 65 & heat resistance complete prewired ,complete all as specified and directed by Engineer-in- Charge.
4
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LED luminaire 600mm x 600mm, 35/ 36 watt, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size ,complete all as specified and directed by Engineer-in- Charge.
2
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Ceiling Fan complete with three blade ,down rod, accessories, 230 volts,1200 mm sweep with squirrel cage induction motor ,complete all as specified and directed by Engineer-in-Charge.
1
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Exhaust fan, steel body AC single phase 230v of size 300mm sweep 50 HZ ,1200RPM copper windening with blades, frames and louvers, complete all as specified and directed by Engineer-in-Charge.
1
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Supply, installation, connecting, testing and commissioning of LT cubical panel (CPRI Approved) of suitable size factory made, compartment type, dust and vermin proof (IP-55) duly powder coated outdoor type suitable for 1100 volts grade, 3 phase, 4 wire supply, floor mounted fabricated out 3.15 mm MS Sheet on 50mm X 50mm X 6mm angle iron frame, 750 mm long angle iron legs for grouting in floor with cement concrete PCC foundation of suitable size in 1:2:4 and front & rear double door type inclusive locking arrangement & two coat of supper enameled first grade quality over red oxide primer with provision of all incoming/outgoing cable entries along with suitable size of double compression type cable gland for incomming & out going cable ,complete all as specified and as directed by Engineer in charge.and comprising the following:- (a) LT bus bar aluminum 200 Amps, 4 strips, duly sleeved with relevant colored insulation heavy duly mounted on insulators =1 Set Incomer:(b) MCCB AC, 4 pole, 100 Amps,25 KA, 50 Hz, 415 Volts with Micro processcessor release capacity (ICs = 75% of ICu)= 01 No. Outgoing:(c) MCCB AC, 4 pole,63 Amps,16 KA, 50 Hz, 415 Volts with Micro processcessor release capacity (ICs = 100% of ICu)= 02 Nos. (d) LED Amps meter with CT’s 300/5 amps and selector switch digital type =01 Set.
(e) LED Voltmeter 0-500 volts with selector switch digital type=01 Set.
(f) Phase indicator lamps RYB =01 Set (g) Internal connections with colour code copper cable multistranded of suitable size copper thimbles etc as per manufacturers design and spec. (h) Danger notice plate 440 V with conventional skull and bones in red signal colour - 01 No (j) Earthing terminal-02 No
1
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Earthing complete with Galvanised steel earth plate electrode 600 mm x 600 mm x 6 mm burried directly in ground vertically in pit of depth not less than 2.25 metre below normal ground level with top edge of the earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides with mixture of charcoal and common salt in alternate layers and electrode connected to G I earth strip 4 dia G I wire by means of brass bolts, nuts, check nuts and washers, earth strip protected by galvanized steel pipe 40 mm bore (light grade) connected to main switch board or any other electrical equipment all as shown in electrical plate No. 3 of SSR-2009 Part I and including necessary excavation and earth work in any type of soil, 20 mm bore medium grade GI pipe for watering, funnel with wire mesh, PCC (1:3:6), type C-1 chamber, pit cover of precast RCC (1:2:4), type B-1, reinforced XPM of weight not less than 4 kg/ Sq.m and MS frame etc. , complete all as specified and as directed by Engineer-in-Charge. Note :- (i) The unit rate includes earth lead and protection pipe up to maximum 7.5 metre from earth plate to earth point/test point. (ii) Earth pit shall be constructed minimum 0.5 metre away from earth.
(iii) Quoted rate of this item is deemed to inclusive cost of all the itmes mentioned therein such as earth work, PCC ,Form work etc and nothing extra shall be admissible on this account .
1
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Earthing complete with galvanised steel earth plate electrode 600mmx 600mm x 6mm thick buried directly in ground (earth pit not less than 2.25m deep below ground level) with top edge of the plate not less than 1.5mtr below normal ground level connected to galvanised iron strip of size 25mm x 4mm by means of bolts, nut check nuts and washers earth strip protected by galvanized steel pipe 40mm bore (light grade) connected to test point all as shown in electrical plate No. 3 of SSR 2009 (Part-I) and including necessary excavation and earth work in any type of soil, 20mm bore medium grade GI pipe for watering, funnel with wire mesh, PCC (1:3:6), type C-1 chamber, pit cover of precast RCC (1;2:4), type B-1 reinforced XPM of weight not less than 4 Kg/ Sqm and MS frame etc. complete & connected to earthing test point all as specified or indicated including brazing/ testing on completion , complete all as specified and directed by Engineer-in- Charge. Notes:-
(i) The unit rate includes galvanised Iron strip and protection pipe upto (maximum 7.5m from earth plate) earth point/ test point.Qty required beyond 7.5 mtrs shall be measured and paid separaely under respective item.
(ii) Excavation & earth work, PCC pit and cover , funnel with wire mesh , 20 mm dia watering pipe , test point terminal and 40 mm dia GI protetion pipe shall be included in the quoted rate of above item nothing extra will be admissible (iii) The complete earth system shall be guaranteed to give result less than 2 ohm resistance.
(iv) Complete earthing will be redone at no extra cost to department, if result is not found less than 3 ohm.
2
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Supply and installation testing and commissioning split type AC (outdoor and indoor) of capacity 1.5 Ton 5 star rating with BEE 5 electric driven , single phase, indoor and outdoor unit with coordless remote control and with in built air ionizer and plazma filter for better indoor air quality , necessary suction and discharge copper pipe lines from inner unit to outer units duly insulated including welding, brazing to make leak proof, 15mm bore PVC pipe of superior quality for dranige of condensed water including suitable stand for mounting unit as per manufacture's instruction and electrical connection and electric cable from inner to outer unit including connection with cable of required size upto DB encloser including making good the disturbed surfaces with same specification ,complete all as specified and directed by Engineer-in-Charge. Make: HITACHI/ DAIKIN/ O-GENERAL/ CARRIER or any other equivalent make as specified in Appendix of make. Notes:- Quoted rate shall be deemed to include the followings:-
(i) Copper tubing duly insulated as per manufacture instruction for suction and discharge, from outer unit to inner unit.
(ii) Suitable stand for mounting of indoor & outdoor unit as per manufacture instruction.
(iii) PVC insulated and sheathed copper conductor 4SQMM (nominal area) 3 core cable from indoor unit to outdoor unit.
2
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Voltage stabilizer of capacity 4 KVA 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% complete all as specified and directed. Make: V-Guard/ AE/ APLAB/ ANDREW YULE/ VOLINA or any other equivalent make as specified in Appendix of make.
2
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Sub main wiring with two single core 4 Sqmm FRLS PVC insulated and unsheathed 1100 volts grade cables with stranded copper conductor cable including one single core 4 Sqmm FRLS PVC insulated unsheathed stranded copper earth cable connected to common earth dully wiring for security light connection from junction box to security light,complete all as specified and directed by Engineer-in-Charge. Note : (i) 2 run of 4.0 Sqmm ,1 run of PVC conduit & 1 run of 4.0 Sqmm cable will be measured as single run.
(ii) Extra length of cables/wire required for connection to MCBs shall not be measured and paid separetly the rate quoted by contractor per unit shall be deemed to be included in the quoted rate of this item.
70
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Rigid non-metallic PVC conduit exclusive of boxes (junction/ terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc.of size 25 mm diua ,complete all as specified and as directed by Engineer-in- Charge.
40
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Sheet metal enclosure single pole and neutral with a two pin & earth plug and socket etc complete with on SP MCB 32 Amps, 'C' curve, 240 volts 10 KA ,complete all as specified and as directed by Engineer-in- Charge.
2
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LT under ground electric power cable crossed linked polyethylene ( XLPE) insulated, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of size 35 sqmm cross sectional area, 3.5 core ,laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc. with and including MS Clamps, nuts , bolts, washers including jointing and testing , complete all as specified and directed by Engineer-in- Charge. Note: Excavation, earth work, sand cushioning, protection bricks/ tiles/ block and pipe shall be measured and paid separately under appropriate items.
320
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Sand cushioning to under ground cable with clean dry river sand in layer of sand 8cm thick before laying of cable and 15 cm after laying of cable, complete all as specified and directed by Engineer-in-Charge.
Note- For payment purpose punned thickness of 18 cm shall be measured against spread thickness of 23 cm as mentioned in para 19.75 of SSR Part-I.
20.16
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Protection of cable with one layer of bricks laid flat butting to each other in such a way that the length of the bricks is at right angle to the central axis of the cable using old size sub-class ‘B’ bricks, complete all as specified and as directed by Engineer-in-Charge.
2430
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Steel water tubing, 40 mm bore medium grade ISI marked galvanized with all fittings laid in trenches / road crossing/ fixed to pole /walls/path/drain /floor etc,compllete all as specified and as directed by Engineer-in-Charge.
3
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Air termination, single pointed aluminium rod 12mm dia and 300mm long fitted with rivets/ nuts & bolts, complete all as specified and directed.
1
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Test point terminal block of gun metal or phosphorus bronze of size 75mm x 75mm x 25mm drilled and screwed including 3 No. 8mm dia 25mm long hexagonal head screws complete all as specified and directed.
1
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Aluminium strip 25mm x 3.15mm with saddles/ epoxy or porcelain insulators and fixing screws for roof conductor and down conductor above ground , complete all as specified and directed.
30
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-
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Galvanised iron strip 32 x 6mm buried in ground ,complete all as specified and as directed by Engineer-in- Charge.
10
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Earthing complete with GI earth plate electrode of size 600mm x 600mm x 6.3mm thick burried directly in ground vertically (depth of pit not less than 2.25 m below normal ground level), with top edge of earth plate not less than 1.5 m below normal ground level, earth plate surrounded from all sides by 15cm thick packed alternate layers of charcoal dust and common salt, electrode connections using galvanized iron strip of size 32mmx6mm thick (upto body of equipment) by means of nuts, bolts, check nuts & GI washers, connected to main switch board or main control board or test point, protected by galvanized iron pipe light grade 40mm dia bore, and watering pipe 20 mm bore GI light grade pipe with funnel & wire mesh, including all necessary excavation & earth work, PCC chamber in PCC (1:2:4) type B-1 & RCC cover, all as shown in electrical plate No 3 of MES Schedule Part-I (2009), testing on completion, ,complete all as specified and as directed by Engineer in charge.
Note(s) :-
(i) RCC pit cover shall be pre-cast of RCC (1:2:4) type B-1, 80mm thick reinforced with XPM not less than 4Kg/Sqm.
(ii) PCC chamber shall be constructed 500 mm away from the edge of earth pit.
(iii) Rate shall include GI strip and protection pipe of length 7.5m, GI pipe beyond 7.5m length required at site shall be measured and paid separately.
(iv) Earth resistance should be less than 5 Ohm. In case the test results are not found below 5 Ohm, complete earthing will be redone without any extra cost to Govt.
1
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