Military Engineer Services Tender
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Costs
EMD
₹ 2,20,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_689699_1Tender No
84264/C/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Taking down chowkhats or frames (without taking off shutters from the frame) n. exc 1.5 Sqm incl cutting holes and making good reqd shape for hold fast block for new frame complete all as specified and as directed by the Engineer-in-Charge.
55
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S&F solid PVC door frames of size 50x47mm made out of 5mm plain colour PVC sheet supplying and fixing in opening as per specification and drawing shown in SSR complete all as specified and as directed by the Engineer-in-Charge.
45
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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 complete all as specified and as directed by the Engineer-in-Charge and also including following items supply and fixing in the door at site as per specification :- (a) Stainless Steel (304 Grade) Finished Butt Hinges 125mm - 3 Nos per leaf
(b) Stainless Steel (304 Grade) Finished Tower Bolt 200mm long - 2 Nos per leaf
(c) Stainless Steel (304 Grade) Finished Handles 200 mm - 2 Nos per leaf
Note :- The cost of SS butt hinges, SS tower bolt and SS handles shall be deemed to be inclusive in the unit quoted rates.
12.35
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S&F factory made ISI marked flush door shutters 35mm thick, BWP conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 2nd class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters and complete all as specified and as directed by the Engineer-in-Charge and also including following items supply and fixing in door at site as per specification :- (a) Stainless Steel (304 Grade) Finished Butt Hinges 125mm - 4 Nos per leaf
(b) Stainless Steel (304 Grade) Finished Tower Bolt 200mm long - 2 Nos per leaf
(c) Stainless Steel (304 Grade) Finished Handles 200 mm - 2 Nos per leaf
(d) Stainless Steel (304 Grade) Finished Sliding Door Bolt/Aldrop 16 x 300mm - 1 No per leaf
(e) Stainless Steel (304 Grade) Finished Floor Door Stopper - 1 No per leaf Note :- The cost of SS butt hinges, SS tower bolt, SS handles sliding door bolt/Aldrop and door stopper shall be deemed to be inclusive in the unit quoted rates.
21.6
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S&F 35mm thick glazed and skelton shutters of 2nd class hard wood (factory made) open rebated and divided to receive glass, gauze etc (without sash bars) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc size of members of shutter as specified in SSR-91 Pt-I section 8 clause 8.20 (a) kiln seasoned and chemically pressure treated all as specifeid including stainless steel 304 grade wire cloth (0.36mm nominal dia of wire and average width of aperture 1.40 mm) complete all as specified and as directed by the Engineer-in-Charge and also including following items supply and fixing in door at site as per specification :-
(a) Stainless Steel (304 Grade) Finished Butt Hinges 125mm - 3 nos per leaf
(b) Stainless Steel (304 Grade) Finished Tower Bolt 200mm long - 2 nos per leaf
(c) Stainless Steel (304 Grade) Finished Handles 200 mm - 2 nos per leaf
(d) Stainless Steel (304 Grade) Finished Sliding Door Bolt/Aldrop 16x3000mm - 1 nos per leaf
(e) Stainless Steel (304 Grade) Finished Floor Door Stooper - 1 nos per leaf Note :- The cost of SS 304 grade wire cloth, SS butt hinges, SS tower bolt, SS handles, SS Sliding Door Bolt/Aldrop and SS Door Stopper shall be deemed to be inclusive in the unit quoted rates.
14.4
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S&F in repair stainless steel wire cloth of 0.36mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks or stainless steel wire staples or with wooden beads, stainless steel screws and nuts bolts etc complete all as specified and as directed by the Engineer-in-Charge.
50
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M&L for preparation of new wooden surfaces of any description exc 10 cm width or girth and applying two coats of synthetic enamel paint, first quality, over a coat of pink primer on wooden surface complete all as specified and as directed by the Engineer-in-Charge.
86.4
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S&F powder coated 50 microns extruded aluminium glazing/ doors & shutters made out of section 63.5x38.10x1.29mm for chowkats or frame & shutters made of size 44.45x44.45x1.29mm for side rails and middle rail, 114.3X44.45X1.29mm for top rails and bottom rails and including 12mm thick High Density Fibre Board pre-laminated on both sides (water proof) below middle/lock rail and 5mm thick tinted glass above middle/lock rail and to be fixed with and including EPDM gasket to render the glazing, air and water tight etc. & aluminium beads 20mm size with and including mortice lock with duplicate keys etc complete all as specified and as directed by the Engineer-in-Charge and also including following items supply and fixing in door at site as per specification :-
(a) Stainless Steel (304 Grade) Finished Butt Hinges 150mm - 3 nos per leaf.
(b) Powder Coated Aluminium Tower Bolt 200mm long - 2 nos per leaf
(c) Powder Coated Aluminium Handles 150 mm - 2 nos per leaf
Note :- The cost of SS butt hinges, SS tower bolt and SS handles shall be deemed to be inclusive in the unit quoted rates.
12
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S&F providing powder coated 50 microns extruded aluminium in 3 Tier Track Sliding Windows/glazing, with frame of section 100x44-45x1.30mm, track of size 100x38.10x1.30 & shutters made of size 32x18x1.3mm, with and including 4mm thick tinted sheet glass selected quality fixed in 2 shutters and stainless steel wire gauge 0.36mm nominal dia of wire and average width of aperture 1.40mm in one shutter and including EPDM gasket to render the glazing, air and water tight etc. & aluminium beeds 20mm size and also including powder coated 150mm handle with built in locking system for each leaf complete all as specified and as directed by the Engineer-in-Charge.
64.8
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S & F in repair 300mm, mild steel, ordinary rat tail rod pattern springs including roller and roller plate, bearing ISI mark complete including necessary welding work complete all as specified and as directed by the Engineer-in-Charge.
8
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S & F in repairs 150 mm over all length floor door stopper, bearing ISI mark, of aluminium alloy body and tongue, anodised with hard drawn steel spring, complete all as specified and as directed by the Engineer-in-Charge.
12
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S&F in repairs rubber based door seal fixed to bottom edge of door shutter using small nails / self-adhisive type to minimise gap & avoid entry of insects inside house width min 50mm & length as required at site complete all as specified and as directed by the Engineer-in-Charge.
12
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S&F in repair stainless steel tubing of 25 mm dia chromium plated min. 1.0 mm wall thickness as in curtain rod and including 02 Nos stainless steel brackets/finials fency type, stops fixed with ss screws etc complete all as specified and as directed by the Engineer-in-Charge.
Note : For the purpose of mesurement and payment running length of curtain rod only shall be considered.
40
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S&F in repair 6mm thick of size 600x450looking mirror fixed to wall with stainless steel plugs/connecter/spacers/screws etc. chrome finish without any beading, including ends/edges of the mirror to be tapered etched smooth finish etc.complete fixed in position complete all as specified and as directed by the Engineer-in-Charge.
6
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S&F in repairs steel rolling shutters, 1.00mm thickness of laths with out ball bearing,but gear operated type with bevel gear box and crank handle as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated complete all as specified and as directed by the Engineer-in-Charge. Note :- Rate including greasing, change of rod, lock, cover hood and other accessories as required.
80
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Dismantling wrought iron or mild steel work of any description not othervise provided for complete all as specified and as directed by the Engineer-in-Charge.
100.38
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S&F MS hollow rectangular/square/circular tubes/pipes of YST 310 Grade as in frame work for roofs/rafters/purlins/chajjas/trusses/ columns/ struts etc and like similar items etc. complete all as specified and as directed by the Engineer-in-Charge.
50
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M&L for mild steel framed work as in doors or gates of angle Gde-Fe-290( Gde-E-165) 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 or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed by the Engineer-in-Charge.
726
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S&F Bands Supports or stay for hooks heavy large gate hook and pintel hinge hand made sliding bolts clamps hold fast etc complete all as specified and as directed by the Engineer-in-Charge.
20
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S&F for 1.6 MM thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed by the Engineer-in-Charge.
12
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M&L for preparation of new surfaces of steel of any description, over 10 cm in width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide complete all as specified and as directed by the Engineer-in-Charge.
612
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Dismantling of plain or corrugated steel sheets in roof coverings any type complete all as specified and as directed by the Engineer-in-Charge.
580
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S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheeting, 0.50 mm thick, of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.
580
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Dismantling of existing unserviceable RCC/PVC water tank and S&F for Rotational moulded polyethylene water storage tanks of 1000 Litres capacity, (cylindrical vertical tanks with closed top) hoisted and fixed in position including making necessary arrangements for fixing inlet, outlet and over flow pipe and provision of wash out pipe etc complete all as specified and as directed by the Engineer-in-Charge.
12
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S&F in repairs HDPE PVC lid (tank cover) with locking arrangement for 500/1000 Ltrs capacity PVC tank complete all as specified and as directed by the Engineer-in-Charge.
4
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S & F in repair Ball brass valve high pressure with polythene float and fly nut complete screwed for iron pipe or brass ferrule and fixed to dia of pipe 25mm complete all as specified and as directed by the Engineer-in-Charge.
4
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S&F in repair Vitreous china squatting pan of Orissa patten size 580 x 440 white colour including CI S/P trap long size as directed joint run and lead front or back inlet with integral footrest including connection to trap and to flushing pipe,anti-syphonage pipe, etc, fixed in repair complete and making good to floor in PCC 1:2:4 type B 1 using 20mm graded stone agregate complete all as specified and as directed by the Engineer-in-Charge.
6
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Dismantling and and taking down flushing cistern of any description/size and S & F flushing cistern of PVC 10 ltr. cap. with dual flushing system, valveless syphonic action type, , low level, white/ivory/off white with inlet, ball valve, float and including brackets and connection to pipe etc. and incl all necessary accessories like rag bolts/gel gasket etc as recommended by manufacturer for fixing, packing complete all as specified and as directed by the Engineer-in-Charge.
6
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S & F in repair Vitreous china premium/1st quality wash basin (under counter), white, size 550x400 mm including S&F all accessories as recommended by manufacturer complete fixed in position in all respect as per manufacturer's instructions and all as specified including all Waste fittings, brass,chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed complete all as specified and as directed by the Engineer-in-Charge.
Note : The items for counter will be measured and paid separately.
6
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S&F in repair PVC connection 450mm long and 15 mm dia with brass fly nut at both ends complete all as specified and as directed by the Engineer-in-Charge.
30
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Supply & Fixing in repair chromium plated shower rose 125mm round shape fancy type fixed to 15mm bore pipe complete all as specified and as directed by the Engineer-in-Charge.
6
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S&F in repair angular stop cock fancy type chromium plated cast copper alloy screwed down, high pressure, screwed ends with wall flange for 15mm bore of iron pipe or for union and fixed in position complete all as specified and as directed by the Engineer-in-Charge.
4
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Taking down or up existing GI tubing & connections and S&F 15mm bore tubes medium grade galvanized with all fittings such as Tee, elbows, sockets, unions, plugs, short lenghts etc. and fixed complete to walls and ceilings or laid in floors concealed or open of any length complete all as specified and as directed by the Engineer-in-Charge.
30
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Taking down or up existing GI tubing & connections and S&F 20 mm bore tubes medium grade galvanized with all fitting such as Tee, elbows, sockets, unions, plugs, short lenghts etc and fixed complete to walls and ceilings or laid in floors of any length complete all as specified and as directed by the Engineer-in-Charge.
20
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S&F in repair corner glass shelf size 300 mm radius with and including bracket and glass complete set etc complete all as specified and as directed by the Engineer-in-Charge.
20
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S&F in repair Glass shelf size 600 mm long with and including bracket and glass complete set etc. complete all as specified and as directed by the Engineer-in-Charge.
6
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S&F in repair of fancy type pillar taps cast copper alloy with capstan heads, chromium plated screwed down high pressure with or without lettered Hot or Cold with long screwed shank supply and fixing ly nuts for iron pipe of 15mm bore complete all as specified and as directed by the Engineer-in-Charge.
6
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S& in repair Bib taps, CP, fancy type long nose with wall flange screwed for 15mm bore of iron pipe or for brass ferrule and fixed in position complete all as specified and as directed by the Engineer-in-Charge.
12
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S&F in repairs 15mm bore stop valves , cast copper alloy, chromium plated fancy type with long shank cup (Concealed type) screwed down , high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by the Engineer-in-Charge.
6
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S&F in repairs 15mm dia two way angle cock of brass, chromium plated fancy type glossy finish complete all as specified and as directed by the Engineer-in-Charge.
6
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S&F in repairs tubular towel rail brass chromium plated 20 mm dia D-type 60 cm long between flanges, including brackets and fixed to walls complete all as specified and as directed by the Engineer-in-Charge.
6
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S & F CP Cockroch trap(127x127mm) with waste hole including taking out old and setting new one in CM 1:3 complete. complete all as specified and as directed by the Engineer-in-Charge. Make :- Prayag cat part No. FT-25 or equivalent make and model as approved by GE.
6
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S&F PVC Flexible waste pipe 32/40 mm dia having length 900mm with socket for steel sink/WHB upto floor level complete all as specified and as directed by the Engineer-in-Charge.
6
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Dismantling, floor, hearth or wall tiling including CM (bedding (but not backing), removing serviceable tiles to store & rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge.
1665
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Demolition of cement concrete un -reinforced in ground floors and pavings n.exc 15cm thickness complete all as specified and as directed by the Engineer-in-Charge.
200.4
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M&L for 75 mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in subbase of flooring complete all as specified and as directed by the Engineer-in-Charge.
800
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M&L for 50 mm thick PCC 1:3:6 type C1 using 20 mm graded crushed stone aggregate as in plinth protection surface finished fair and even complete all as specified. Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3).
150
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M& L for plain cement concrete 1:2:4 type B-1 using 20mm graded stone agregate as in flooring complete all as specified and as directed by the Engineer-in-Charge.
20
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M&L for Glazed ceramic glossy finish tiles coloured in vertical surface 450X300X7mm in any pattern of light & dark/highlighters tiles etc as approved, on vertical surfaces such as in skirting/dado etc, set and jointed in cement slurry over & including 10 mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles complete all as specified and as directed by the Engineer-in-Charge.
765
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M&L for Non Skid ceramic tiles colour tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 for laying floor finishes ccomplete all as specified and as directed by the Engineer-in-Charge. Note : Work will be in patches or in bulk
180
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M&L for Non-skid ceramic premium quality coloured tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. in any pattern of light & dark tiles as approved, set and jointed in neat cement slurry and pointed in white or coloured cement to match, in floors etc. over & including 15 mm thick screed in cement mortar (1:6) over and pointed in white cement with pigment to match the colour of tiles complete all as specified and as directed by the Engineer-in-Charge.
120
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M&L for ceramic tiles exterior grade 300mmx300mmx10mmm thick(Endura tiles) set, jointed and pointed in neat cement slurry as in floors with grey cement over & including over screed bed or bedding layer of mortar 15 mm thick CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
600
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M&L for 25mm thk PCC 1:2:4 type B-0 using 12.5mm graded stone aggregate as in sub base of floors & finishing the surface even & smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
1956
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Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and as directed by the Engineer-in-Charge. Note : Work will be in patches or in bulk
118.6
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M&L for Granite of black / green / imperial red (colour as approved by GE) of any type machine cut as in shelves/steps/counter tops, 20 mm thick, set and jointed in cement slurry over & including screed of 15 mm thick / rendering in cement mortar (1:4) and pointed in cement mixed with pigment to match the shade of slab or with suitable adhesive for fixing on unpolished kota stone slabs and including rubbing, cutting and mirror type polishing and bull nose on exposed sides complete all as specified and as directed by the Engineer-in-Charge.
Note : Single piece should be used in steps/cills/jambs/shelves
100
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M&L for Machine cut kota stone slab flooring 20-25mm thick over, laid over cement screed base , jointed and pointed with grey cement slurry mixed with pigment over 20mm thick cement mortar 1:6 screed bed to match the shade of the slab including rubbing and polishing complete all as specified and as directed by the Engineer-in-Charge. Note : Work will be in patches or in bulk
1056
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M&L for machine cut kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar over 10 mm thick cement plaster 1:3 jointed and pointed with grey cement slurry mxed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed by the Engineer-in-Charge.
30
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Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge.
7.11
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M&L for providing precast cement concrete type B-1 (1:2:4) with 20mm garded stone aggregate as in copings, apex stones, columns, posts, boundary pillars, frame of jallies etc and setting in mortar 1:4 complete with joints to match complete all as specified and as directed by the Engineer-in-Charge.
7.11
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Dismantling of Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) complete all as specified and as directed by the Engineer-in-Charge.
400
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m&l for 35mm thick precast cement concrete louvres and jallies type C-0 (1:3:6) using 12.5mm graded stone aggregate (measured solid), including all mouldings and frame set in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
400
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Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified and as directed by the Engineer-in-Charge.
120
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M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and as directed by the Engineer-in-Charge.
50
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All as per Item No. 66.00 here-in-before but for Except Stone
NOTE: Old serviceable stones retrieved vide Sl Item No. 66.00 shall be reused.
15
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Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses complete all as specified and as directed by the Engineer-in-Charge.
325
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M&L for precast cement concrete block masonry with solid blocks of 1:3:6 type C-1 using 20 mm graded stone aggregate exc 10 cm in width and setting in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
55
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Taking down cement plaster of any description, any thickness from external surfaces of walls/soffits etc. including raking out joints, hacking for keys, scrubbibg down with water etc complete all as specified and as directed by the Engineer-in-Charge.
2571.67
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M&L for rendering 15mm thick 1:4 with mixing of liquid water proofing compound as per manufacturer's instructions on brick work or concrete surfaces or in chajjas/parapet walls etc finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Note : WPC will be measured and paid separately.
1225
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M&L for rendering 15mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished fair & even without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
1346.67
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Supply only integral liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge.
53.64
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M&L for preparation of new plastered surfaces of wall and applying two coats of cement base paint on wall over a coat of alkali resistant paint complete all as specified and directed by engineer-in-charge.
3371.67
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M&L for preparation of new plastered surfaces of wall and applying two coats of oil bound distemper over a coat of primer complete all as specified and directed by engineer-in-charge.
1346.67
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M&L for plain sheet glass plain 3mm thick ordinary quality and glazing with oil putty in square n. exc 0.5 Sqm in each pane including hacking out old broken glass (any thickness size quality or description)complete all as specified and as directed by the Engineer-in-Charge.
20
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S&F in repairs aluminium, anodised, barrel tower bolt of extruded section, ISI marked, 150 mm long complete all as specified and as directed by the Engineer-in-Charge.
14
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S&F in repairs aluminum anodised sliding door bolts of 300mm long with hasp and staple(bolt type) and fixing clips of sheets ,cast or extruded section and fixing bolts and sliding bolts of extruded section or cast aluminium alloy, bearing ISI mark complete all as specified and as directed by the Engineer-in-Charge.
10
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S&F in repairs 150 mm size aluminium anodized handle fabricated type extruded section ISI mark complete all as specified and as directed by the Engineer-in-Charge.
10
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S&F in repair mild steel butt hinges, medium weight, cold rolled, ISI marked of size100 mm complete all as specified and as directed by the Engineer-in-Charge.
10
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M&L for rubber moulded 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by the Engineer-in-Charge. Note: colour and design as approved by GE
800
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Dismantling of road sign boards at any shape, type, size, sections incl taking out embedded portion in PCC/ natural ground and making good complete all as specified and as directed by the Engineer-in-Charge.
6
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M&L for cement concrete (1:3:6) type C-1 using 20mm graded stone aggt as in foundaton, filling, mass concrete and sub floors etc. complete all as specified and as directed by the Engineer-in-Charge.
1.5
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S&F in repair stainless steel tube of 50mm dia (Grade-304) including welding, jointing complete all as specified and as directed by the Engineer-in-Charge.
48
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S&F in repair stainless steel tube of 40mm dia (Grade-304) including welding, jointing complete all as specified and as directed by the Engineer-in-Charge.
60
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S & Fixed in repair 2mm thick aluminium composite panel sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5mm. The letters approximately covering upto 50% area of the board complete all as specified and as directed by the Engineer-in-Charge.
50
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M&L for MS props erecting for temporary supports to the structural members like beams, slabs etc. to relieve the load on the members during breaking of damaged concrete, removal guniting, excavation or any dismantling work as per the instruction of complete all as specified and as directed by the Engineer-in-Charge. Note :- These supports shall be provided either in the form of props or trestles fabricated using structural steel as per the site requirements.
50
-
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M&L for providing leak proof shuttering in any position cut to length and providing including runners supports as per manufacturer’s instructions and including all necessary scaffolding, machinery, tools tackles and men materials complete all as specified and as directed by the Engineer-in-Charge.
300
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M&L for Chipping of slab/columns/beams/chajjas/parapet/roof projection/balcony/staircase and removing loose mortar with chisel hammer without much impact on concrete surface, clean the surface by sand blasting the surface using river sand with minimum of 6 kg pressure at the nozzle or air blow by electric pressure blower by mechanical compressor, cleaning the exposed reinforcement with wire brushes etc and disposal of debris for all lead and lifts, all complete all as specified and as directed by the Engineer-in-Charge.
220
-
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M&L for rendering 5mm thick in CM 1:4 on ceiling concrete surfaces finishing even and complete all as specified and as directed by the Engineer-in-Charge. Note : WPC will be measured separately under item relevant item.
40
-
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M&L for rendering 20 mm thick on concrete surface, roof top surfaces in cement mortar 1:4 including water proofing compound and finished even & smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note : WPC will be measured separately under item relevant item.
180
-
-
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M&L for three coat of white wash on new surface of ceilling including preparation of surfaces complete all as specified and as directed by the Engineer-in-Charge.
100
-
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M&L for applying to the damaged concrete portion of slab/ columns/ beams/ chajjas/ parapet / roof projection/ balcony/ staircase with single component, fiber reinforced, dual shrinkage- compensated thixotropic, cementitious ptch repair mortar Sika monotop 122F (having the technical parameters mentioned in material specifications) capable of applying up to 20-25mm thick in double layer initially by hand and finishing with troweled carefully compacting the same around the rebar and finishing to bring it in line with existing concrete surface with an average specified thickness complete all as specified and as directed by the Engineer-in-Charge.
450
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M&L for Cleaning & applying rust remover in two coats over rusted reinforcement surface and providing anti corrosive coating with two component epoxy based zinc rich primer/Rust passivation Inhibitor coat at the rate of 6-8 sq. mtr/ltr not less than 50 microns dft with Sika friazinc R or equivalent to reinforcement surface as per manufacturer’s instructions including all scaffolding , machinery, tools tackles and clearing of debris complete all as specified and as directed by the Engineer-in-Charge.
150
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M&L for Mild steel TMT bars 10mm dia and over, 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 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge. Note : Additional Reinforcement: Check the diameter of the existing rebars and if the diameter is less than 30% of the original diameter, provide additional reinforcement. Cut 12mm dia bars as main reinforcement to the required length with proper development length. Tie them to the prefixed shear connectors so that the additional rebar acts monolithically with the existing ones and core concrete.
250
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M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia 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 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge. Note : Additional Reinforcement: In the case of the shear reinforcement also, if the diameter of the rebars are reduced, provide 8mm dia stirrups in the form of 2 "U" shaped bars. Tie them properly so that it has a tight contact with the main bars.
100
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M&L for providing Micro concrete with CICO MICROCRETE at the rate of 25kg per 0.0125 m3 with 20% properly graded 5mm to 10mm silt free aggregate as per manufacturer instructions and mixing concrete with mechanically electrically operated mixer machine etc complete all as specified and as directed by the Engineer-in-Charge.
5
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M & L for applying bond coat on the prepared old surface of concrete/masonry to receive new polymer mortar/polymer modified mortar or micro concrete with two coats of Sika-Latex Super SBR or equivalent as per manufacturer specifications. Laying of reinstatement polymer mortar or micro concrete shall be completed within the overlay time of bonding coat. This bond coat act as bonding agent between old and new concrete complete all as specified and as directed by the Engineer-in-Charge.
70
-
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M & L for the surfaces which are to receive the coating or treatment, must be free from oil, laitance, grease, wax, dirt or any other form of foreign material adhering on it before the waterproofing job started. Dust free the surface, including removing of existing treatment/ old felt / loose plaster / concrete etc. and repair with polymer mortar by adding bonding agent (SBR). Repairing of slab, parapet wall junction, cracks and other large blowholes by open in “V” shapes & filling by polymer mortar or putty followed by fiber mash tape with SBR in conjunction with cement complete all as specified and as directed by the Engineer-in-Charge.
70
-
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M&L for water proofing treatment on roofs of slabs by complete removal/taking down of existing treatment, by applying acrylic based polymer modified cementitious elastomeric flexible composite coating system consisting of applying: First coat applying with below make mixed with neat fresh cement in the ratio of 1:1 by weight after dust free and moist the surface. Laying second layer of Fiber glass cloth of 45 GSM when the first layer is still green. Overlaps of joints of fiber cloth should not be less than 10 cm. Applying final layer of cementitious elastomeric flexible composite coating system. The whole terrace so finished shall be flooded with water for a minimum period of 24hrs for curing and for final test. “All above operations to be done in order by the manufacturer's auth applicator only complete all as specified and as directed by the Engineer-in-Charge. Note :- (i) The structural rehabilitation treatment shall be applied by the company’s authorized applicator only. (ii) The water proofing treatment shall be applied by the company’s authorized applicator only. (iii) Contractor have to get prior approval of applicator or authorized agency by submitting its authorization letter to this office for approval prior to commencement of work. (iv) Submission of 10 year warranty certificate for waterproofing treatment work for leekage / seepage is mandatory after completion of work. (v) The cost of Scaffolding work required at certain places is including in the respective items catered for repairs itself. No extra shall be paid for the same.
70
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Taking down removing old lime wash (if any), hacking for key, raking out joints of old brick work or stone work built in lime or mud mortar; not previously plastered; and scrubbing down with water etc. to receive plaster complete all as specified and as directed by the Engineer-in-Charge.
300
-
-
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M & L for Keyed pointing to squared rubble masonry, coursed or uncoursed in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
30
-
-
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M&L for prepration of old plaster surfaces of wall and applying two coat of distemper oil emulsion over a coat of primer including 3mm thick wall care putty on wall for desired smoothness and levelling of surfaces in two or more layers) for receiving painting complete all as specified and as directed by the Engineer-in-Charge.
998
-
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M & L for prepration of new plaster surfaces of wall and applying one coat of alkali resistant primer and treating with two coat of distemper oil emulsion over a coat of primer including 3mm thick wall care putty on wall for desired smoothness and levelling of surfaces in two or more layers) for receiving painting complete all as specified and as directed by the Engineer-in-Charge.
240
-
-
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M&L for preparation of old plastered surfaces of walls and applying two coats of cement base paint over wall for desired smoothness and levelling of surfaces in two or more layers) for receiving painting complete all as specified and as directed by the Engineer-in-Charge.
1000
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Dismantling of posts or struts (wood, steel or RCC ) any section including taking out embeded portion and making good distrubed ground on concrete , brick work, masonry etc and removing of demolished materials out side MD land complete all as specified and as directed by the Engineer-in-Charge.
1169
-
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M&L Mild framed works such as angles, tees , channels, etc as in fenching posts large and small gates and grills , gratings and chainlink fenching etc, including hanging gates in pillar with proper pintle hinges, stops, hand made sliding bolts ,etc complete all as specified and as directed by the Engineer-in-Charge.
5166.98
-
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Dismantling fencing wire mesh, any type complete all as specified and as directed by the Engineer-in-Charge.
2100
-
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Supply only chain link MS galvinised fencing of any size and type complete all as specified and directed by Engineer-in-Charge.
Note :- This item shall be measured and paid as per actual weight or standard weight as per SSR which ever is less.
5250
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Fixing only chain link MS galvanisd fencing, any size or type complete all as specified and as directed by the Engineer-in-Charge.
2100
-
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S&F mild steel round Bar 10 mm dia cut to length bent to shape as required, for fixing chain link fencing fixed with nut & bolt as in tie bar complete all as specified and as directed by the Engineer-in-Charge.
3000
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S&F Mild steel flat iron for securing of chain link fencing conforming to Fe 290 Gde E-165 in post and strut in fencing including fabrication i.e. cutting tops drilling holes notching for wire welding etc. complete all as specified and as directed by the Engineer-in-Charge.
701.4
-
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S&F Mild steel screw bolts (machine made) 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 square nut exc 15cm but not.exc 22.5 cm long,diameter of neck n exc12 mm complete all as specified and as directed by the Engineer-in-Charge.
72
-
-
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Dismantling of old barbed wire from fencing posts complete all as specified and as directed by the Engineer-in-Charge.
40
-
-
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S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and training and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed by the Engineer-in-Charge.
40
-
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Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories complete all as specified and as directed by the Engineer-in-Charge.
245
-
-
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S & F PVC (SWR) 75 mm bore pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by the Engineer-in-Charge.
50
-
-
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S & F PVC (SWR) 110 mm bore pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by the Engineer-in-Charge.
50
-
-
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S & F PVC (SWR) 75 mm bore pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed by the Engineer-in-Charge.
50
-
-
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S & F PVC (SWR) 110 mm bore pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed by the Engineer-in-Charge.
95
-
-
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S & F PVC (SWR) 75mm bends any radius complete all as specified and as directed by the Engineer-in-Charge.
20
-
-
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S & F PVC (SWR) 110mm bends any radius complete all as specified and as directed by the Engineer-in-Charge.
22
-
-
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S & F PVC (SWR) multi floor trap 75 mm with grating including jointing with solvent cement complete all as specified and as directed by the Engineer-in-Charge.
8
-
-
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S&F stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays for fixing 75mm dia PVC pipe, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and as directed by the Engineer-in-Charge.
20
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S&F in repair stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays for fixing 110mm dia PVC pipe, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and as directed by the Engineer-in-Charge.
20
-
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S & F PVC (SWR) vent cowl 75 mm dia complete all as specified and as directed by the Engineer-in-Charge.
4
-
-
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S & F PVC (SWR) vent cowl 110 mm dia complete all as specified and as directed by the Engineer-in-Charge.
4
-
-
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Welding in repairs exc 2.5cm and not exc 5cm in length and thickness of metal to be welded not exc 6mm complete all as specified and as directed by the Engineer-in-Charge.
60
-
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S & F in 40mm dia cup boards knobs, mild steel bright finished fixed with nut, screws and washers or brass polished complete all as specified and as directed by the Engineer-in-Charge.
59
-
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Dismantling boarding of any description fixed in any position with nails, complete all as specified and as directed by the Engineer-in-Charge.
100
-
-
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M&L for 18/19mm thick Prelaminated particle board, interior grade,prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame workc complete all as specified and as directed by the Engineer-in-Charge.
100
-
-
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M&L for preparing old painted steel and iron surfaces of any description, not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.
50
-
-
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M & L for preparing existing treated surfaces of external walls/RCC surfaces/soffits of chajjas/roof projections/cantilevers/balcony etc including cornices and applying one coat of cement base paint @ 5 sq.m/kg/1 coat by using following brands of cement based paint complete all as specified and as directed by the Engineer-in-Charge.
200
-
-
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M&L for preparation of old decorated existing surfaces including cornices, plasterd or un plasterd surfaces by brooming down or steel wire brushing moulds, moss efflorescent salt and trading oil and gresy spots and applying two coat of white wash on wall complete all as specified and as directed by the Engineer-in-Charge.
140
-
-
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M&L for preparation of old decorated existing surfaces including cornices, plasterd or unplasterd surfaces by brooming down or steel wire brushing moulds, moss efflorescent salt and trading oil and gresy spots and applying one coat of white wash on ceiling complete all as specified and as directed by the Engineer-in-Charge.
140
-
-
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M&L for rubber moulded 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. Note: colour and design as approved by GE
340
-
-
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M&L for PCC (1:2:4) Bo using 12.5 mm graded stone aggregate as in levelling padding course over RCC roof surface including rounded or chamferred on edges etc., with approved water proofing compound all as per manufacturer's instructuions on the roof surface to achieve requisite slope complete all as specified and as directed by the Engineer-in-Charge. Note :- Supply only water proofing compound shall be measured & paid separately under relevant item
8
-
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M& L for applying evenly a tack coat of in dustrial bitumen 85/25 at the rate of 1.2 kg per sq.m including cleaning surfaces complete all as specified and as directed by the Engineer-in-Charge.
400
-
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M&L APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified and as directed by the Engineer-in-Charge.
400
-
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