Military Engineer Services Tender
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Military Engineer Services - MES Tender
Coronavirus COVID 19
Eprocure
Opening Date7 Aug 2018
Closing Date6 Oct 2018
Tender Amount₹ 37,21,609
Costs
EMD
₹ 85,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MES_171267_1Bid Award Id
ViewTender No
CWE SGNR-58 of 2017-18Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
Tender Documents, Particular Specifications, Special conditions and general pages
BOQ Items
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Dismantling of brick tiles laid flat or on edge in floor and pointing in cment mortar of any discription including removing rubbish material from the site complete all as specified and as directed by Engineer-in-charge.
6
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Demolition of mud in roofs, any thickness, including plastering and leaping (whether full thickness removed or only a part there of) including cutting or uprooting grass on roof, cleaning surface of roof and preparing to receive tack coat and new mud plaster complete all as directed by Engr-in-Charge
6
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Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cesspits, manholes, for taking out old pipe and laying new pipe, laying of cables or fixing poles and stays and struts etc. not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.
130
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All as per Srl item No 06 here in before, but exc 1.5 m and n exc 3.00 m in depth complete.
175
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Spreading, levelling, well ramming & watering in layers n. exc 25 cm thick complete all as specified and directed by Engineer-in-Charge
17.5
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Returning, filling in, excavated soil including spreading, levelling, watering and well ramming in layers n.exc 25cm thick complete all as specified and directed by Engineer-in-Charge
66
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Removal of excavated surplus soil to a distance n.exc 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge .
129
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Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.
-
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M&L for providing Reinforced cement concrete M-25 (design mix), using 20mm graded stone aggregate as in foundation including rafts, footings, foundations beams; plinth beams, bases for column etc; basement slabls, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge.(NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
50
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M&L for providing Reinforced cement concrete M-25 (design mix), using 20mm graded stone aggregate as in column, pillars, piers, posts and sturtscomplete all as specified and directed by Engineer-in-Charge.(NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
20.63
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M&L for reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as lintel upto 1.5m clear span, lintel bend and coping complete all as specified and directed by Engineer-in-Charge.(NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
7.5
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M&L for reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in beams , cantilever, bressummer and lintel complete all as specified and directed by Engineer-in-Charge.(NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
27.5
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Material and labour for reinforced cement concrete M-25 (Design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge.(NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
27.5
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Material and labour for reinforced cement concrete M-25 (Design mix) using 20mm graded stone aggregate as in chajjas and the like complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
1
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M&L for 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 batter for rough finished surfaces of concrete flat complete all as specified and directed by Engineer-in-Charge.
162.5
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M&L for form work to sides of pillars, posts sturts, piers, columns and stanchions , rough finished concrete surface of concrete complete all as specified and directed by Engineer-in-Charge.
150
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M&L for form work to side and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc, also splays between floors and beams,etc for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.
275
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Form work to soffits of suspended slabs such as roof slabs, floor slabs, shelf slab, landings and similar work not exceeding 200mm thick (horizontal or sloping) rough finished complete all as specified and as directed by Engineer-in- charge.
150
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Form work to chullah hoods, chajjas, trough and similar items including edges rough finished complete all as specified & directed by Engineer-in- charge.
10
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M & L for mild steel reinforcement TMT bars 10 mm dia and over cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9 mm dia, complete all as specified & directed by Engineer-in- charge.
15000
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S & F mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required including cranking and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in- charge.
-
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M & L for mild steel reinforcement TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge.
3000
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M&L for PCC (1:5:10) type E-2 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete or filling in sunken floor complete all as specified and directed by Engineer-in-Charge.
10
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M&L for 15 mm thick rendering on brick or concrete surface trowelled to even and smooth in cement mortar (1:4) mixed with integral water proofing compound @ 3% by weight of cement finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-Charge.
Note :- Water proofing compound will be measured and paid for separately under seperate item of BOQ..
-
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Supply only integral water proofing compound complete all as specified and as directed by the Engineer-in-Charge.
Make : Dr Fixit/Fosroc/BASF/STP
-
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M&L for Water proofing treatment to RCC sunken slab (not exceeding 45cm depth of sunken) as specified below and as directed by Engineer-in-Charge. :- (a) applying 15 mm plaster in CM 1:3 with WPC on raised verticle surface (b) Cleaning the surface with wire brush/coir brush, removing lose material like dust particles, dirt etc. (c) Creating fillet coving of 50x50 mm with polymer modified mortar on the junction of slab and walls (d) Apply first coat of two component modified polymer coating on the horizontal and verticle surface (e) Provision of glass fiber mesh of 2 x 2 mm immediately on above coating (f) Apply second coat of two component modified polymer coating after 72 hrs (g) Cement concrete 1:4:8 over the coating as per requirment (h) Joining the saintary pipes with the water proofing tape having bridging ability of more than 1.5 mm (j) Filling the gap between the wall opening and saintary pipe with non shrink cementatious grout complete as specified Manufacturer. Make:- Dr. Fixit/Fosroc/STP Note: (i) The treatment shall be carried out by approved authorised applicator approved by CWE as per the manufacturers instructions and as directed by the Engineer in charge. (ii) The Plan area of floor (sunken) shall be considered for payment and provn of cement work (except PCC in sunken filling item 26) is included in quoted rate for this item. (iii) PCC filling in sunken portion will be measured seperately.
57.5
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Material and labour for wire brushing and cleaning top surface of tiles or cement concrete and applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.20kg per sqm as in roof complete all as specified and directed by Engineer-in-Charge.
75
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Material and labour for lime concrete terracing as specified in roof excluding bitumen tack coat complete all as specified in MES Sch Part-I and Part-II and as directed by Engineer-in-charge.
5
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M&L for 40mm thick brick tiles laid on15mm thick cement mortar in cement mortar (1:6) bedding and joints grouted in cement mortar (1:3) mixed with integral water proofing compound by weight of cement complete all as specified and directed by Engineer-in-Charge.
55
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M & L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in coping, roof kerbs or mud stops, rounded or chamfered on edges including necessary form work and fair finishing all exposed faces of concrete without using extra cement complete all as specified and directed by Engineer-in-charge
-
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Material and labour for brick work in wall using Fly Ash bricks (old size bricks) straight or curved on plan to any radius built in cement mortar (1:6) complete all as specified & directed by Engineer-in- charge.
-
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Material and labour for brick work in half brick thick wall using Fly Ash bricks (old size bricks) straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified & directed by Engineer-in- charge.
190
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Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area exceeding 1.50 Sqm but not exceeding 4.0 Sqm each complete all as specified & directed by Engineer-in- charge.
20
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Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area not exceeding 1.50 Sqm each complete all as specified & directed by Engineer-in- charge.
75
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Taking down shutters exceeding 1.0 Sqm and not exceeding 2.0 Sqm each complete all as specified & directed by Engineer-in- charge.
5
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S&F 35mm thick, factory made plain framed panelled (two panels) shutters of 2nd class hard wood with lock rail and panel inserts of 9mm thick BWP commercial ply or 12mm thick veneered particle board flat pressed three layered conforming to IS-3097 exterior grade-I type- I duly ISI marked general purpose commercial veneered on both side bonded with (BWR) type phenol formaldeyde synthetic resin-adhesive, the size of rails and styles as per IS-1003 Part-I, Kiln seasoned and chemically pressure treated including one shop coat of pink primer complete all as specified & directed by Engineer-in-Charge Note :- The species of timber shall be Hollock/Bonsum
25
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Supply & fix 35mm thick, factory made glazed and skeleton shutter of 2nd class hard wood open rebated and prepared to receive glass, gauge etc, without sash bars, edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass, etc. Sizes of members as specified in SSR Part-I, Section 8.24 (a) and fitted to chowkhats complete all as specified and directed by Engineer-in-Charge.
Note :- The species of timber shall be Hollock/Bonsom.
15
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S&F solid PVC door frame of size 50mm x 47mm made out of 5mm thick plain colour PVC sheet reinforced with MS square tube complete all as specified & shown in relevant drawing of item No. 08095 in MES Schedule (Part-II) and directed by Engineer-in-Charge
142.5
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S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing and directed by Engineer-in-Charge.
45
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S&F 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 complete conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in- charge.
350
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M&L MS work conforming to Fe-290 (Gde E-165) as in hold fasts, including preparing surfaces & two coats of coaltar complete all as specified and directed by Engineer-in-Charge.
17.5
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S&F 125 mm long aluminium anodised door handles cast type , fixed with steel screws complete as specified & directed by Engineer-in-charge
60
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S&F 200mm long aluminium anodised barrel tower bolt of extruded section complete all as specified and directed by Engineer-in-Charge.
70
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Supply & fixing 100mm long butt hinges extruded aluminium alloy with galvanised mild steel hinge pin, anodised type B-21 and fixed complete all as specified and as directed by Engineer-in-charge.
90
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Supply only 100 mm long mild steel butt hinges cold rolled medium weight, fixed with steel screws complete as specified & directed by Engineer-in-charge .
60
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Supply only 50 mm long mild steel butt hinges cold rolled medium weight, fixed with steel screws complete as specified & directed by Engineer-in-charge .
10
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S&F 150mm long aluminium handles, anodised, extruded section complete all as specified and directed by Engineer-in-Charge.
50
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Supply & fixing 300 mm 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 sliding bolts of extruded sections or cast aluminum alloy complete all as specified & directed by Engineer-in- charge.
30
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S&F in 300mm long mild steel ordinary rat tail rod pattern springs including roller and roller plate complete all as specified & directed by Engineer-in-charge.
10
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S & F for 2nd class hard wood small fittings such as brackets of any type shaped door and window stops and the like including all necessary labour articles not exceeding 200cu.cm each complete all as specified and directed by Engineer-in-Charge.
10
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Taking down steel window of area n exc 1.5 Sqm and refixing in same opening after necessary repairs and provn of box type hinge in lieu of projective type hinges and MS tower bolt of 150mm incl welding reveting etc complete all as specified and directed by Engineer-in-charge .
3
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S&F factory made steel windows conforming to IS-1038 with side hung shutters including box type hinges with 02 Nos MS 100mm size barrel tower bolt for each leaf and Z section steel handle and steel peg stay etc complete with glazing bars dovetailed including one shop coat of red oxide primer complete all as specified & directed by Engineer-in-Charge.
12.5
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S&F factory made steel windows conforming to IS-1038 with side hung shutters including box type hinges with 02 Nos MS 100mm size barrel tower bolt for each leaf and Z section steel handle and steel peg stay etc complete without glazing bars dovetailed including one shop coat of red oxide primer complete all as specified & directed by Engineer-in-Charge.
12.5
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Supply & fixing, factory made steel ventilators all as per IS 1038/83, with top hung shutters including hinges, steel peg stay, fixing lugs complete all as specified & directed by Engineer-in- charge.
8
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S&F Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks or stainless steel wire staples complete all as specified and directed by Engineer-in-Charge.
35
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M&L for non skid coloured ceramic joint free tiles 7 to 8mm thick (Square or rectangular) area of each tile exceeding 0.11sqm but not exceeding 0.18sqm in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over and including 15mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
27
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M&L for non skid coloured ceramic joint free tiles 7 to 8mm thick (Square or rectangular) area of each tile exceeding 0.18sqm but not exceeding 0.38sqm in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over and including 15mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
110
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M&L for glazed ceramic coloured tiles 450mmx350mmx7mm thick as in vertical surface on walls set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over and including 10mm thick rendering in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
350
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M&L for 20mm thick Granite (of approved type and colour) work (table rubbed and polished) as in cooking platforms, stair case landing or steps and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with approved shade of granite including cutting and moulding the edges half round on exposed side over and including 20mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
9.5
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Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charg
2
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M & L for 50mm thick plain cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in plinth protection finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
60
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Taking down cement plaster of any description from brick walls or concrete surfaces including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
1000
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M&L for rendering 15mm thick on fair faces of brick or concrete surfaces of wall in cement mortar (1:6) finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
1500
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M&L for 5 mm thick rendering in cement mortar (1:3) on fair faces of concrete surfaces of ceilings finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-Charge.
350
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M&L for preparation of new plastered or unplastered surface of wall and applying three coats of white wash complete all as specified & directed by Engineer-in-Charge.
850
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M&L for preparation of new plastered or unplastered surface of ceiling and applying three coats of white wash complete all as specified & directed by Engineer-in-Charge.
250
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M&L for preparation of new plastered or unplastered surface of walls and applying two coats of cement based paint over a coat of white wash complete all as specified & directed by Engineer-in-Charge.
325
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M&L for preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified & directed by Engineer-in-Charge.
110
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M&L for preparation of new steel surface over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
40
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M&L for preparation of old painted surfaces of steel and iron work over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
20
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M&L for preparation of old painted wood and wood base surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
17.5
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Supply & fixing figured glass 4mm thick pin head type and glazing with oil putty in squares not exceeding 0.50 sqm in each pane complete all as specified & directed by Engineer-in-charge .
7
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S&F sheet glass 4mm thick ordinary quality and glazing with oil putty in squares not exceeding 0.50 sqm in each pane complete all as specified & directed by Engineer-in-charge .
12
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Hacking out old broken glass (any thickness, size, quality or description) from metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new one complete all as specified and as direc by Engr-in-Charge.
10
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Taking down eaves gutters and rain water pipe,soil waste and vent pipe with fittings of any size complete all as specified and directed by Engineer-in-Charge.
50
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S&F in repair 110 mm bore UPVC pipe single socketed in any length with joints fixed to walls inlcuding mild steel flat iron clamp of required size complete all as specified and directed by Engineer-in- charge.
50
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Supply & fixing 450mm long mild steel galvanised tubes (GI pipe) (medium grade) of size 40mm bore as in spouts including making holes in RCC and making good with cement mortar (1:1) or PCC (1:2:4) complete all as specified and as directed by Engineer-in-charge.
12
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S&F 110mm bore UPVC bends of any radius complete all as specified and directed by Engineer-in-Charge
5
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S & F 100mm bore cast iron hubless pipe waste and vent pipe in any length in any length with or without ears, laid in trenches/floor/wall including clamp, jointing with necessary coupling complete all as specified & directed by Engineer-in-charge.
37.5
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S & F in repairs cast iron type hubless P trap/CPWD floor trap 100mm bore with CP grating including jointing to necessary coupling arrangemet complete all as specified & directed by Engineer-in-charge.
18
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S & F in repair 100mm bore cast iron hubless type door T equal/u nequal branch pieces (any radius) diminishing pieces or tapers (larger bore measured) door fixed with necessary coupling arrangement complete all as specified and as directed by Engineer-in-Charge.
10
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S & F in repair 100mm bore cast iron hubless type plain bend (any radius) diminishing pieces or tapers (larger bore measured) door fixed with necessary coupling arrangement complete all as specified and as directed by Engineer-in-Charge.
8
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Supply only 100mm bore sheilding (ss) coupling with EPDM rubber as per requirement complete all as specified and as directed by Engineer-in-Charge.
8
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S & F 75mm bore cast iron hubless pipe waste and vent pipe in any length in any length with or without ears, laid in trenches/floor/wall including clamp, jointing with necessary coupling complete all as specified & directed by Engineer-in-charge.
30
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S & F in repairs cast iron type hubless P trap/CPWD floor trap 75mm bore with CP grating including jointing to necessary coupling arrangemet complete all as specified & directed by Engineer-in-charge.
18
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S & F in repair 75mm bore cast iron hubless type door T equal/unequal branch pieces (any radius) diminishing pieces or tapers (larger bore measured) door fixed with necessary coupling arrangement complete all as specified and as directed by Engineer-in-Charge.
10
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S & F in repair 75mm bore cast iron hubless type plain bend (any radius) diminishing pieces or tapers (larger bore measured) door fixed with necessary coupling arrangement complete all as specified and as directed by Engineer-in-Charge.
8
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Supply only 75mm bore sheilding (ss) coupling with EPDM rubber as per requirement complete all as specified and as directed by Engineer-in-Charge.
8
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Taking up or down 15mm dia, steel tubing & connections including cleaning for refixing complete all as specified and directed by Engineer-in-Charge.
80
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Taking up or down 20mm dia, steel tubing & connections including cleaning for refixing complete all as specified and directed by Engineer-in-Charge.
75
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S&F mild steel water tubing of size 15mm bore (medium grade) galvanised with all fittings and fixed complete to walls and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.
80
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S&F mild steel water tubing of size 20mm bore (medium grade) galvanised with all fittings and fixed complete to walls and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.
75
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S&F in repair 15mm bore bib tap, fancy type, cast copper alloy, chromium plated, with crutch or butterfly handles, screwed down, screwed for iron pipe or for brass ferrule & fixed suitable for 15mm bore iron pipe complete all as specified & directed by Engineer-in-charge.
Note :- The minimum weight of tap shall be as given in SSR or in relevant IS
20
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S&F in repair 15mm dia stop valve, cast copper alloy, with crutch or butterfly handle screwed down high pressure, screwed both ends for iron pipe complete all as specified & directed by Engineer-in-charge.
35
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Supply & fix 20mm dia gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.
6
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S & F looking mirror of size 600mmx450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick commercial plywood and teak wood beading all around and fixed to wall with chromium plated brass screws and cup washes complete all as specified and directed by Engineer-in-Charge.
10
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S&F brass chromium plated tubular towel rail 20mm dia; 'D' type, 600mm long between flanges fixed to plug with chromium plated brass screws including wooden or plastic cleat complete all as specified and directed by Engineer-in-Charge.
8
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S & F in repair vitreous China squatting pan 'Orissa' pattern of size 580mmx440mm white with integral foot rest (excluding flushing cistern) but including 'P' trap set in and including lime concrete complete all as specified and directed by Engineer-in-Charge.
10
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S&F in repairs vitreous china wash down water closet pan padestel pattern white including connection pipe to union of flushing cistern, inlet and overflow pipes,connecting only to flushing cistern anti-syphonage pipe with PVC flush pipe of 32mm dia and including plastic seat with cover white in colour, bottom recessed with mild steel chromoum plated hinging and 'P' or 'S' trap device complete all as specified and directed by Engineer-in-Charge.
2
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Supply & fixing vitreous china bowl urinal flat back white size 465x355x265, with grating and union for discharge pipe, 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, 32 mm dia full threaded PTMT waste coupling and 32mm dia waste pipe and pointing around urinal back in cement mortar, including Urinal spreader of PTMT suitable for fixing with 15 mm dia pipe and including Push tap high pressure of PTMT screwed for iron pipe 15mm bore (Minimum weight 47gms) complete all as specified & directed by Engineer-in-charge.
8
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S&F in repair vitreous china wash hand basin white, flat back of size 550x400mm including brackets, 300 mm long, 32 mm dia brass waste coupling including cutting for and pinning in end of brackets or erecting stand etc and including 15mm dia fancy type chromium plated pillar tap cast copper alloys with capston heads, screwed down with long screwed shanks and fly nut screwed complete all as specified and directed by Engineer-in-Charge.
8
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-
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Supply & fixing stainless steel grating doom 100mm dia with waste hole complete all as specified and as directed by Engineer-in-charge.
24
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-
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S&F 32mm PVC waste down pipe suitable for WHB and urinal complete all as specified and as directed by Engineer-in-charge.
16
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Supply and fix in repair PVC low level flushing cistern 10 litre capacity, valveless syphonic action type with float, handle including flush pipe of polythene of low or high density of PVC 32mm dia, 60cm long and bracket etc and making connection including making good disturbed portion complete all as specified and directed by Engineer-in-Charge.
10
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Supply & fixing PVC connections 15mm size with PTMT nuts of length 450mm complete all as specified & directed by Engineer-in-charge.
26
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S&F in repair PTMT shower rose of any colour with swivel joints including shower arm of 15mm bore, 195 mm long with bend of 45 degree with flanges of PTMT (minimum weight 80 grams) complete all as specified & directed by Engineer-in-charge.
8
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Dismantling water tank of capacity exc 250 litre and not exc 500 Litre all as specified and directed by Engineer-in-Charge.
6
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S&F in repair rotational moulded polyethylene water storage tank (cylindrical vertical triple layered white colour with closed top) hoisted and fixed in position of capacity 2000 litres including 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 0.20 metre long fitted with brass anti-mosquito nest coupling at the end of over flow pipe & 15mm bore GI air vent pipe 0.20 metre long fitted with tee at the end of air vent pipe (all GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge.
2
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S&F 25mm bore ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipes having minimum weight 455gms complete all as specified & directed by Engineer-in-Charge
2
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M & L for continuous brick edging (sub class ‘B’) with width equal to the width of brick laid dry, on end vertically including necessary earth work, embedding bricks at depth as indicated and temping around bricks and removal of surplus soil to a distance not exceeding 50 metre and depositing where directed complete all as specified.
50
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M&L 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.
15
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M&L 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.
60
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M&L 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.
17.5
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M&L Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed by Engineer-in-Charge.
20
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Racking out joints / pointing to brick work in walls or to brick tiles, laid flat, in floors, surface channels, roofs etc complete all as specified and directed by Engineer-in-Charge.
50
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-
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M&L for flush pointing in cement mortar (1:3) to brick laid flat or brick tile in paving complete all as specified and directed by Engineer-in-charge.
50
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M & L for 25mm thick plain cement concrete (1:2:4) type B-0 using 12.5mm graded stone aggregate as in floors finished fair and even for laying tiles complete all as specified and directed by Engineer-in-Charge.
55
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M & L for 75mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base and finishing surfaces of concrete even & fair to receive the topping layer complete all as specified & directed by Engineer-in-Charge.
55
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M&L for 20mm to 25 mm thick machine cut Kota stone slab of size 55cm x 55cm (minimum) as in flooring laid over cement mortar screed base, jointed with grey cement slurry mixed with pigment to match the shade of slab over and including 15mm thick screed bed in CM 1:6 including rubbing, grinding and polishing complete all as specified and directed by Engineer-in-Charge.
25
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M&L for 20mm to 25mm thick machine cut kota stone slabs as in vertical surfaces such as risers of steps, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding, rubbing & polishing also moulding edges laid over and including 10mm thick rendering in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
25
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Material and labour for 6mm thick Non asbestos fibre cement building board fixed or laid/ inserted to timber/GI/Aluminium framework with screws as in false ceiling fixed with screws including dismantling old board any type complete all as specified & directed by Engineer-in- charge.
76
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S&F anodised aluminium snap grid frame work of size 605x605mm for false ceiling including hangers 6mm dia GI(upto 1200 mm length ) adjusting level fixed to roof slabs by means of ceilling cleats made out of GI flat iron 40 X 3 mm size 60 mm long and expansion hold fasteners 12.5mm dia, 40mm long compleate all as specified and directed by Engineer-in-Charge.
76
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Repair to damaged concrete in RCC Coloumns/Beam/slab by using micro mortar and concrete in following stages as approved by GE:- (a) Removing the loose/scale falling mortar and concrete from RCC slab and cutting the affected area in geometrical shape. (b) Cleaning the rusted reinforcement and applying rust removal. (c) Inserting addl reinforcement in case the cross sectional area reduction is more than 20 percent. Welding the reinforcement with existing one and supporting adequetly on walls if required with grout. (d) Providing micro mortar and concrete over bond coat of cover the reinforcement and slab surface. (e) Providing adequate formwork and scaffolding if required. (f) Curing the surface. Rust removal, Bonding agent, grout, micro mortar and concrete and related chemicals shall be of Dr Fixit/ Fosroc and STP and work to be got executed from the authorised applicators of material manufacturer company as approved by GE & as directed. Note : (i) Only net affected treated plain area of slab shall be measured & paid.
(ii) All precautions shall be taken by the contractor. Any damage to the existing structure shall be responsibilityof the contractor and shall be made good by the contractor.
75
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M&L for complete removal of existing treatment from old plastered surfaces of wallsby brooming down or steel wire brushing,scrapping down smoke soot, moss and efflorescence, salts etc and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-Charge.
1190
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M&L for complete removal of existing treatment from old plastered surfaces of ceiling by brooming down or steel wire brushing,scrapping down smoke soot, moss and efflorescence, salts etc and applying three coats of white wash on ceiling complete all as specified and directed by Engineer-in-Charge.
980
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M&L for complete removal of existing treatment from old plastered surfaces of walls by brooming down or steel wire brushing,scrapping down smoke soot, moss and efflorescence, salts etc and applying two coats of cement base paint on wall complete all as specified and directed by Engineer-in-Charge.
250
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S&F plain , Aluminium sheeting of 0.71mm thick Alloy 31000 H4 as in covering of expantion joint stappeled with self tapping screw including dismantling of old any type of sheet complete all as specified and directed by Engineer-in-Charge.
9
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Supply and fixing drapry curtain rod 25mm dia, fancy type, fabricated out of mild steel sheet not less than 20 guage, including brackets and pair of decorated end knobs (finials), stop roller etc, pretreated powder coated natural color complete all as specified & directed by Engineer-in- charge.
40
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M&L for rendering 15mm thick on fair faces of brick or concrete surfaces of wall in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
5
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M & L for PCC (1:3:6) type C-1 using 20 mm graded stone aggregate as in surface channel drain (benching) complete all as specified and directed by Engineer-in-charge
0.3
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Supply and laying DWCPE (SN8) drain pipes 150mm inner dia as per IS-16098 (Part-II), laid in trenches on moorum bed to required slope, including all accessories/fittings, jointing and tested complete all as specified and as directed by Engineer-in-Charge. Make :- Alom Poly Extrusions Ltd (ALCORR)
(Note : Excavation, Earth work and Moorum bed shall be measured and paid separately)
60
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M & L for moorum bed to drain pipes, spread, levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge.
4
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M & L for cutting into existing manholes for connecting new 150mm internal dia drain pipe, making good pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished and reforming benching as required complete all as specified and directed by Engineer-in-Charge.
2
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M&L for Precast RCC (1:2:4) type B-1 using 20mm graded stone aggregate as in landing, cover slab for manholes, chullah hood, chajjas, water troughs, mangers, shelves cover to drains and similar articles with plain fair faces including chamferred, weatherings, throating etc and set in cement mortar (1:6) including necessary form work complete all as specified and directed by the Engineer-in-Charge.
1.25
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Taking down carefully copper/aluminium point wiring (light, fan, socket, bell or power) complete including fittings such as switches, ceiling roses, pendent holders, light fittings any type, sockets, regulators etc and making good disturbed surfaces of walls and floors etc to match with the existing surfaces complete all as specified and directed by Engineer-in-Charge.
48
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Taking down carefully old distribution boards with MCB's by unscrewing from boards complete all as specified and directed by Engineer-in-Charge.
3
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M&L for point wiring complete with 1.5 Sqmm (nominal cross section area) FRLS PVC insulated unsheathed multistranded copper conductor cable drawn in and including concealed PVC regid conduit including provision of 1.2mm thick pressed steel sunken terminal boxes 60mm deep, suitable length and painted with red oxide primer for mounting switches, sockets, fan regulators covered with and including 3mm thick bakelite plastic laminated sheet top cover fixed flush with wall using brass screws & cup washers including 1.5 Sqmm PVC insulated solid copper conductor wire as earth continuity to common earth and connecting to earth dolly for one light point controlled by one switch, bell push or one fan point controlled by one switch complete all as specified and directed by Engineer-in-Charge.
36
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All as per Srl item No 140 here in before, but for one 3 pin socket outlet 5 Amps on same board complete.
6
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All as per Srl item No. 140 above, but with multi-stranded copper conductor FRLS PVC sheathed cable of cross sectional area 2.5 Sqmm including 2.5 Sqmm PVC insulated solid copper conductor wire as earth continuity to common earth dolly for 5 Pin 15 amp socket outlet on independant board complete all as specified & directed by Engineer-in-Charge.
6
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S&F switch piano flush type single pole one way 5/6 Amps, 230 volts complete all as specified & directed by Engineer-in- charge.
42
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S&F switch piano flush type single pole one way 15 Amps, 230 volts complete all as specified & directed by Engineer-in- charge.
6
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S&F socket outlet two-in-one, 2 pin, 5 Amp flush type 230 volts AC complete all as specified & directed by Engineer-in- charge.
6
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S&F socket outlet two-in-one, 3 pin, 15 Amp flush type 240 volts AC complete all as specified and directed by Engineer-in-Charge.
6
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S&F PVC Lamp holder, insulated body with back plate etc suitable for and including LED lamp 9 watt complete all as specified and as directed by Engineer-in-Charge.
6
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S&F ceiling rose polycarbonate surface bakelite 65 x 50mm size three terminals complete all as specified and directed by Engineer-in-Charge.
30
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Supply and fixing Baton integrated LED channel (Integral sleek extruded aluminium LED channel with white acrylic cover ) tube light fitting wall mounted complete with rod, driver and all other accessories including electric connection connecting with using flexible copper wire twin core 23/0.2mm upto ceiling rose/connector, including taking down unserviceable old fitting any type complete all as specified and directed by Engineer-in-Charge.
Make : BCLSB 18 WH of Bajaj or equivalent in Havells/CG
24
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S&F factory made sheet metal enclosure for double door distribution board with epoxy powder coated surface mounted SP & N 8 way, protection class IP-30 suitable for mounting MCB/MCCB, conforming to IS-8623, BS-5484 with 200 Amps rated copper bus bar stove enameled dust and vermin proof suitable for working on 240 volts AC supply complete all as specified & directed by Engineer-in-Charge.
3
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S&F MCB 40 Amp, 240 volts, SP & N with over load and short circuit protection and rupturing capacity not less than 9 KA complete all as specified and directed by Engineer-in-Charge.
3
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S&F MCB 06 to 32 Amp, 240 volts, single pole with over load and short circuit protection and rupturing capacity not less than 9 KA complete all as specified and directed by Engineer-in-Charge.
12
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S&F in replacement of sub-main wiring with two runs of single core cables PVC insulated and un-sheathed 6 sqmm (Nominal Area) FRLS stranded copper conductor drawn into and including PVC concealed conduit, including one run of 6 Sqmm (Nominal Area) copper cable as earth continuity conductor including necessary connections, PVC flexible pipes are used in panel board while connecting the cable complete all as specified and directed by Engineer-in-Charge. Note : Two runs of 6 Sqmm single core cable and one run of 6 Sqmm copper wire earth continuty conductor and conduit with fittings shall be measured as one length.
120
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Supply and fixing in repair LED building security light fitting 25 watt with epoxy powder coated sheet aluminium housing, with epoxy powder coated CRCA sheet steel gray tray, clear acrylic cover and accessaries complete including fixing to wall/ on pole including fixing arrangement with suitable galvanized iron pipe 25mm boe light grade brackets 0.60 mtr length bent to shape required including clamps, buts/ bolts/ washers etc icluding painting to clamp with two coat of aluminium silver paint over a coat of primer complete all as specified and directed by Engineer-in-Charge. Makes:- Havells Cat No “LHETAXU7PA6S025” or equivalent in CG/C&S
1
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S&F modular sunken box suitable for 2 modules for fixing of automatic infared sensor complete complete all as specified and directed by Engineer-in-Charge. Make-Cat Part No 689007 of Legrand or other equivalent make approved by GE
3
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S&F modular plate suitablefor 2 modules complete complete all as specified and directed by Engineer-in-Charge. Make-Cat Part No 575710 of Legrand or other equivalent make approved by GE
3
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S&F infared sensor of automatic operation of lights complete all as specified and directed by Engineer-in-Charge. Make-Cat Part No 574034 of Legrand or other equivalent make approved by GE
3
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M&L for Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade with funnel & wiremesh, PCC chamber in cement concrete (1:2:4) type B1 including 40mm thick pre-cast RCC (1:2:4) type B0 cover and 40x40x6mm angle iron frame on top of pit cover and excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009. complete all as specified and directed by Engr-in-charge.
Notes :- (i) GI wire upto earth test point/equipment is included in this item. (ii) Outer edge of earth pit chamber shall be 1 metre away from the outer edge of PCC chamber. (iii) Minimum weight of reinforcement shall be 1 Kg for each manhole cover. ______________________________________________________________________ Note : A sum of ₹ 1,02,311.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 36 & 37 (Schedule of Credit) of Tender documents
1
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