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Tender For Repair And Renovation Of Salal Fort At Battal Gala District Reasi, reasi-Jammu And Kashmir

Public Works Department-PWD has published Tender For Repair And Renovation Of Salal Fort At Battal Gala District Reasi. Submission Date for this Tender is 16-03-2024. Electrification Work Tenders in reasi Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

42392377
Corrigendum : Tender For Repair And Renovation Of Salal Fort At Battal Gala District Reasi
Open Tender
Indian
Jammu And Kashmir
reasi
16-03-2024

Tender Details

Repair & Renovation Of Salal Fort At Battal Gala District Reasi.Scope Of Work: Repair / Renovation Of Salal Fort, Landscapping, Electrification, Public Amenties, Informatory / Directional Board, Dusbin, Benches, Distribution System, Earthwork In Cutting And Filling, R / Wall, B / Wall, Pacca Drain, Covered Drain, 0.90 Dia Hp Culvert, & P / L Of Gsb 150Mm Thick, Wmm 150Mm Thick, Bm 50Mm Thick & 25Mm Thick Ogpc With Seal Coat

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 11-Mar-2024 Corrigendum Other 16-03-2024

Key Value

Document Fees
INR 6000 /-
EMD
INR 1285500.0 /-
Tender Value
INR 6.42 Crore /-

BOQ Items

Name of Work:-REPAIR & RENOVATION OF SALAL FORT AT BATTAL GALA DISTRICT REASI. SCOPE OF WORK: REPAIR / RENOVATION OF SALAL FORT, LANDSCAPPING, ELECTRIFICATION, PUBLIC AMENTIES, INFORMATORY / DIRECTIONAL BOARD, DUSBIN, BENCHES, DISTRIBUTION SYSTEM, EARTHWORK IN CUTTING AND FILLING, R/WALL, B/WALL, PACCA DRAIN, COVERED DRAIN,0.90 DIA HP CULVERT,& P/L OF GSB 150MM THICK, WMM 150MM THICK, BM 50MM THICK & 25MM THICK OGPC WITH SEAL COAT.
Sl. No. Item Description
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50meters and lift upto 1.5 m,as directed by Engineer-in-Charge All kind of Soil
2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50meters and lift upto 1.5 m,as directed by Engineer-in-Charge Ordinary Rock (all lead lift and carriage complete)
3Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50meters and lift upto 1.5 m,as directed by Engineer-in-ChargeHard Rock Require Blasting(all lead lift and carriage complete)
4Earth work in excavation by mechanical means in trenches for foundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 50m from cutting edge. All kinds of soil
5Providing and laying cement concrete of 1:5:10(1 cement : 5 coarse sand: 10 graded stone aggregate 40mm nominal size) gradeexcluding thecost of centering and shuttering. All work upto plinth level(Crushed stone aggregate 40mm)
6Providing and laying cement concrete of 1:3:6(1 cement : 3 coarse sand: 6 graded stone aggregate 40mm nominal size) gradeexcluding thecost of centering and shuttering. All work upto plinth level(Crushed stone aggregate 20mm) with 20% boulder
7Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder
8Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
9Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
10Random Rubble masonry with hard stone from nallah in foundation and plinth including leveling up with cement concrete1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate20mm nominal size) at plinth level and curing complete with cement mortar 1:6
11Dry Random Rubble Masonry in foundation and plinth without bond stone.
12Hand Packing stone filling behind R/wall including supply of stone
13Hand Packing stones in wire crates including cost of wire crates
14Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size
15Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
16Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
17Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level thermo-Mechanically Treated bars of grade Fe-500D or more
18Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
19Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc
20Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.
21Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand)
22Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate.
2315mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand)
2412mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
25Providing and applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete
26Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
27Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
28Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of tile 600x600 mm
29Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm
30Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
31Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
32Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg./sqm. and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours.The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately)For the purpose of measurement the entire treated surface will be measured.
33Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):Second class deodar wood
34Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of :(Note:- Butt hinges and necessary screws shall be paid separately)12 mm thick plain grade-I, medium density flat pressed three layer particle board FPT-I or graded wood particle board FPT-I, IS: 3087 marked, bonded with BWP type synthetic resin adhesive as per IS: 848:
35Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class deodar wood 35mm
36Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge :Second class deodar wood 35mm
37Providing and fixing harware fittings Aldrop with locking arrangement of standard quality and make 300mm (NSI)
38Providing and fixing aluminum tower bolts ISI marked anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :150x10 mm
39Providing and fixing aluminum tower bolts ISI marked anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :100x10 mm
40Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete125 mm
41Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete 100 mm
42Hooks and eyes 100mm ( NSI)
43Provision of RO ( Drinking water) approved Brand Kent, Acquaguard (NSI)
44Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-in charge Internal work-exposed on wall with clamps at 1.00 meter spacing PN-16 pipe, 16mm OD(SDR-7.4)
45Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-in charge Internal work-exposed on wall with clamps at 1.00 meter spacingPN-16 pipe , 20mm OD(SDR-7.4)
46Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-in charge Internal work-exposed on wall with clamps at 1.00 meter spacing PN-16 pipe , 25mm OD(SDR-7.4)
47Providing and fixing PPR Unions PPR Union 20mm
48Providing and fixing PPR Unions PPR Union 25mm
49Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.:Internal work-Exposed on wall 32 mm dia. nominal bore Medium
50Providing and fixing gun metal non-return valve of approved quality (screwed end)25 mm nominal bore Horizontal
51Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap.
52Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid , 10 liter low level white vitreous china flushing cistern and CP flush bend with fittings and C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid.
53Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm
54Providing and fixing health faucet of standard quality and make including all fixtures.(NSI)
55Providing and fixing water heater (50 Ltr GYSER) of standard quality and make including all fixtures. Make Jaquar, Havells etc ( NSI)
56Providing and fixing toilet paper holder C.P. brass
57Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
58Providing & Fixing C.P. wall mixer of approved make including cutting and making good the walls wherever required.(NSI)
59Providing & Fixing C.P. tubes of approved make 450mm to 600mm long (NSI)
60Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with brackets of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
61Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour:50 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.
62Providing and fixing brass bib cock of approved quality.15 mm nominal bore
63Providing and fixing of cockrach type CP grating of standard quality and make 100mm (NSI)
64Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
65Providing and fixing P.V.C. pipe and pipe fittings of the following nominal dia to P.V.C. Soil/Waste/Ventilating pipes, excluding cost ofholder-bats Pipe 100mm (NSI)
66Floor trap 100mm
67Door T 100mm
68Collars 100 mm
69Reducer 100 x 50mm
70Pipe 75mm
71Floor trap 75mm
72Door T 75mm
73Collars 75 mm
74Pipe 50mm
75Cone covel 50mm
76PVC waste pipe
77Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as perstandard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
78Supplying and fixing C.I. cover without frame for manholes:455x610mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.
79Providing and fixing of master trap of approved quality and make (NSI)
80Wiring for Light point/Exhaust Fan/ Wall Fan/Ceiling fan Point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed (underground) including PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm (excluding the cost of earth wire). FR PVC insulated multistrand copper conductor single core cable etc as required
81Wiring for 6/16 amp switch socket outlet power point with 3x4mm sq (P+N+E) FRPVC insulated 1100 volt grade multistrand copper conductor wire concealed/recessed manner through fresh 25mm dia PVC conduit including cost of cutting/making good chases in brick workrough plastering & including the cost of supplying & fixing mounted4no.16amp modular 5/6 pin combined socket outlet along with 16 amp modular control switch both mounted on GI box etc in each switch box and to be completed as per specification and as required including bend, socket etc.
82Circuit wire to be laid through in Fresh PVC conduit for sub mains using following sizes of multistrand PVC insulated copper wire including the cost of PVC conduits complete job. a) 2x2.5 sq. mm + 1x2.5 sq. mm earth wire
83b) 2x6.0 sq. mm + 1x6 sq. mm earth wire
84Centering and shuttering including strutting, propping etc. and removal of form for:Roofs, suspended floor etc
85Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slab , walls and break in floors. under 20 cm wide
86Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete
87Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
88Providing and laying River bed material in berms layers not exceeding 20 cm in depth incld. Rolling, watering, and consolidation with power road roller of 8-10 tonne all leads lifts carriages complete
89Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-ChargeWith material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
90Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
91Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.s.On W.B.M. @ 0.75 Kg/sqm.
92Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.
93Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
94Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
95Providing and laying OGPC 25 mm thick using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density (Seal Coat if necessary at site)asper specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2%(percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
96Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
97Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum 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 aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
98Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm
99Providing and fixing of typicalinformatory sign board with Logo as per NABARD specifications and drawings, Three MS Plates of 1.6 mm thick, top and middle plate duty welded with MS flat iron 25mm x 5m size on back on edges. The Lower plate will be welded with MS Angle Iron Frame of 25mmx25mmx5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duty embedded in cement concrete M-20 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The Top Most Square Plate will be welded to Middle Plate by 47mmx47mm of 12 SWG steel plate tube. All MS will be Stove Enameled on both sides,lettering and printing arrows, border etc will be painted with readymixed syenthic enamel paint superior quality in required shade and colour. All Sections of Frames post and steel tubes will be painted with primer and 02 coat of epoxy paint as per drawing and direction of Engineer-In-Charge complete job.(NSI)
100Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth
101Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
102Flushing Point with lime mortar 1:3 ( 1 lime 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks
10325mm thick lime plaster in two coats backing coat 15mm thick in Lime 2 Surkhi mortar and finishing coat of 10mm thick in Lime 2 Surkhi mortar on fair side of brick tile walls
104Providing and laying in position lime concrete with graded stone/brick aggregate 40 mmnominal size and 40% mortar comprising of 1:1:1 (1 lime putty: 1surkhi: 1fine sand) including curing complete but excluding cost of centering andshuttering. All works upto plinth level with Graded Stone Aggregate
105Brick on edge flooring in required pattern with common burnt clay nonmodular bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar and curing complete 1:4 ( 1cement : 4 coarse sand)
106Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick Second Class deodar wood.
107Painting with oil type wood preservative of approved brand and manufacture on New work (two or more coats)
108Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
109Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge In lime mortar
110Tile brick masonry with common burnt clay tile bricks of class designation 10 in foundation and plinth including curing complete in Lime mortar 1:1:1 (1 lime putty : 1 surkhi : 1 fine sand)
111Extra for tile bricks masonry with common burnt clay tile bricks in superstructure above plinth level upto floor five level.
112Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding holdfasts in cement concrete blocks of size 15x10x10cm with cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size),painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete,including disposal of rubbish to the dumping ground within 50 meters lead:Door chowkhats
113Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):Sal wood
114Renewing wooden beams in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete, including removal of rubbish to dumping ground within 50 meters lead :Above 4.00 meters and up to 5.00 meters length.Sal wood beams
115Tile brick masonry work 5cm thick with common burnt clay non modular tile bricks of class designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand) and curing completein superstructure above plinth level upto floor five level.
116Providing and laying on terrace upto floor five level lime concrete with graded brick agg. 25mm nominal size and 50% mortar comprising of 1lime putty: 2surkhi and curing complete
11710cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat.With common burnt clay (non modular) brick tiles of class designation 10.0
118Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase.
119Raking out joints in lime or cement mortar and preparing the surface for re-pointing or re-plastering, including disposal of rubbish to the dumping ground within 50 meters lead.
120Providing and laying in position lime concrete with graded stone/brick aggregate 40 mmnominal size and 40% mortar comprising of 1:1:1 (1 lime putty: 1surkhi: 1fine sand) including curing complete but excluding cost of centering andshuttering. All works upto plinth level with:Graded Stone Aggregate
121Brick on edge flooring in required pattern with common burnt clay nonmodular bricks of class designation 7.5 on a bed of 12 mm cementmortar, including filling the joints with same mortar and curing complete 1:4 ( 1cement : 4 coarse sand)
122Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick Second Class deodar wood.
123Painting with oil type wood preservative of approved brand and manufacture on New work (two or more coats)
124Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:Painting wood work with deluxe multi surface paint ofrequired shade. Two or more coats applied @ 0.90litre/10sqm over anunder coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
125Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Lime mortar 1:1:1 (1 Lime putty: 1 Surkhi: 1 Fine sand) nallah
126Providing and laying on terrace upto floor five level lime concrete with graded brick agg. 25mm nominal size and 50% mortar comprising of 1lime putty: 2surkhi and curing complete.
127Supplying and stacking at site Good Earth
128Supplying and stacking at site dump manure from approved source including carriage complete (manure measured in stacks will be reduced by 8% for payment)Screened through sieve of I.S. designation 20 mm
129Rough dressing of the trenched ground including breaking clods
130Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation
131Fine dressing of the ground
132Spreading of sludge, dump manure or/and good earth in required thickness as per directions of officer in-charge (cost of sludge, dump manure or/and good earth to be paid separately)
133Mixing earth and sludge or manure in proportion specified or directed by officer in charge
134Grassing with selection no. 1 grass including watering & maintenance of he lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately.)In rows 5 cm apart in either direction
135Supplying and fixing of 6ft ht Plam trees & flowers of required size Including Carriage completeas per the direction of engineer in charge .(NSI)
136Earthing with copper earth plate of *600mm*3mm thick including accessoriesand providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc with charcoal/coke and salt as required.
137Supplying and laying 6 SWI GI wire at 0.50 metre below ground level for conductor earth electrode including connection/termination with GI thimbles etc as required.
138Supply, Installation testing and commission of three phase DY11 ,11/0.433KV,pole mounted substation including 100 KVA distribution transformer with bimetallic terminal connectors,03 numbers of 9KV lightening Arrester,01 set of 11KV G.O switch,01 set of 11KV DO fuse, 02 number of 09 meter long HT pole,03 number of 11KV disc insulators complete with fitting,200 kgs of GI channel/angle/flat of sizes including clamps,08 kgs of galvanized nuts and bolts,03 number of pipe and rod earthing,20 kgs of GI strip for earthing of substation, 03 number of 11KV pin insulators with pins,01 set of LT distribution Box,02 set of GT stay set(complete with stay wire clamps nuts and bolts,guy insulators and concreting) 06 number of wedge connectors/PG clamps,02numbers of anti climbing device with clamps,03 number of earthing set complete (earthing rod with Glwire for earthing of poles and fittings),01 number of meter box with resin cast ring type CTS for DT metring, 01 set of CT and PT along with 3 phase 4 wire trivector meter,02 number of cement bottoming,02 litre of red oxide,02 litre of aluminium paint,01 set of sundry items like aluminium lugs jumpers, binding tape, 1*120 unaromed Aluminium cable with thimble to panels 15 mtrs,wedge connector/PG clamps-6 No. tapping points for 25KVA Distribution subscription comprising of insulator, connector disc and all,danger plate with clamps 1 No. Bharti Engineers ,continental, electricfield equivalent NABL approved.(NSI)
139Providing and laying on overhead 50 Sqmm ABC 3 CORE armoured cable along with the 35 Sqmm messanger with jointing kit of 11Kv.
140Providing and laying of 35sqmm 3.5 core pvc sheathed xlpe armoured aluminium cable to be layed underground/overhead on pole in suitable size of HDPE/DWC pipe in depth of 01 metre under ground including cost of digging and refilling of trench /pit for cable laying.havells,polycab,kei.
141Providing and erection of HTpole of 09 meter along with clamps/bracket for supporting cable, bottoming of pole by ratio of(1:3:6) (cement:sand:aggregated stone) and earthing of pole by GI iwre of SWG of 10 number.
142Providing and fixing of machine based powder coated panel having separate space and including of 100 AMP MCCB,36k,with 05 number. of busbar of current capacity 100 ampere along with analog indicator voltmeter,ammeter etc
143Supply and erection of 07 metre long steel tubular poles including base plate of 270x270x6mm welded firmly with base of the pole.the pole shall be erected in a pit of 5 feet in depth including its digging and filling back the pit with cement concrete 1:2:4 ratio (cement:sand:aggregated stone) and raising it above ground 1 feet 6 inches height and the pole shall have suitable holes drilled at convenient places for drawing in wire, including cost of head and mechanical load (Jindal, surya ,jai parkash).
144Supply and fixing double way bracket for mounting the luminaries on the top of pole fabricated out of 0.91 mtr long 50mm dia MS pipe either welded or fixed with bolts on a suitable piece of cylindrical pipe at 105 degree with provision of iron cap and 4mm sheet gasset plate welded with the horizontal and vertical pipe (quantity of bracket to be count for double bracket) including cost of head and mechanical load (Jindal, surya ,jai parkash).
145Supply and installation testing and commission of 90 watt street light luminaries of LED based white colour(havells,bajaj,syska).
146Providing and fixing of 1.5 sqmm 3 core copper cable pvc sheathed for each pole for supply and earthing of luminaries (anchor,havells,kei)
147Providing and fixing of MS junction box on the pole at suitable height from base with suitable size of clamps and grounding/earthing the pole and junction box swg alumininum wire,including fixing of two single pole of 05 ampere capacity (Jindal, surya ,jai parkash)
148Supply and laying of 10 sqmm 4 core XLPE,PVC sheathed aluminum armoured cable in suitable HDPE pipe in under ground /overhead as per site engineer ,including cost of digging trench and refilling of trench etc other miscellaneous charges (havell,anchor, kei)
149Supply installation testing and commission of fedder piller outdoor type rain proof having 01 number of 63 ampere TPN (4 pole),01 number of 4 pole 32 ampere TPN with 04 number of bus bar of required capacity,panel must be duly painted ,locking arrangement, digital timer, analog voltmeter, amere meter, selector switch, indicator lamp and grouting of the panel with 04 legs angle iron frame including with item Make (havell, anchor,kei)
150Sitc of flood light of 120 watt,3000K yellow light with high pressure die cast housing with lens along with 3 mtr 2 inch dia Gl pipe with suitable iron angle with appropriate nut and bolts for fixing firmly flood light, including iron type net on flood light for protection, junction box with MCB, (IP65 PROTECTION) syska,bajaj,oppel, including cost of head and mechanical load
151Providing and fixing of busbar panel consisting of 4 number aluminium busbar and space for SPN/DP of 40 amp including cost of copper thimbles of 2.5sqmm and 16sqmm aluminium thimbles as required for connection, includiong cost of spike earthin/rod earthing
152Supplying and fixing stainless steel benches of SS 304 Grade with three seater with Armed grilled in laser cutting logo through CMC cutting machine design logo in front side of bench approved by engineer in charge.The bench shall be firmly fixed with cement concrete 1:3:6 mix platform incl. all carriages complete min wt, 30kg.
153Supplying and fixing Hut type double pole hanging dustbins of size 380mm dia, 1070mm and 0.60mm thick. having capacity of 70 litres min of grades SS 304 and marking Sticker of dry and wet waste.Vertical pipe 58mm dia,1500mm high SS-304 min wt.=40kg Stand height 1300=5mm SS-304 Canopy of size 380x1070mm SS-304 Base plate of Size 150mm x 150mm x 3mm th. Embedded in cement conc. 1:3:6 Hut sheet 580x1150 mm
154Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil :1 meter from cutting edge
155Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work)20 mm dia. nominal bore Light
156Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.:Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall:20 mm dia. nominal bore Light
157Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
158Providing and fixing of LED of standard quality and make with desired wattage including deep concealed box of standard quality complete.14watt LED
159Supply installation testing and commissioning ofceiling/ wallmount/ exhaust fans with plastic shutters whereever necessaryand including the cost of wall opening and making good etc complete as required.250mm exhaust fan
160Supplying and fixing following way, single pole and neutral, sheetsteel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar,din bar, interconnections, powder painted including earthing etc.as required. (But without MCB/RCCB/Isolator) 2x24 way, Double door
161Supplying and fixing following rating, 240/415 volts, “C” curve,miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. a) MCB double pole 10 to32 A
162b) MCB 4Pole 63 A
163Providing, layingtesting and commissioningof double run 35 mmsq 3 ½ core XLPE Al. cable Armored cable in existing duct/Rack.
164Supplying and making end termination for following size of cables 3.5 /single corePVC insulated and PVC sheathed / XLPE aluminium conductor cable/ single core copper wire of 1.1 KV grade as required. (dowels make)
165Providing/installation, testing and commissioning ofEarthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
166Providing and laying of 25mm x 3mm Copper earthing strip including galvanized nut and bolts as per site requirement.
167Providing and fixing of overhead informatory signange board for various location ( NSI)
168Supply and fixing of stainless steel directional signage for different monuments and heritage sites (NSI)
169Carriage of Sand for Avg Distance of 30 km by MT
170Carriage of Aggregate for Avg Distance of 30km by MT
171Carriage of Lime 18Kms by MT
172Carriage of Surkhi 120 Kms by MT
173Carriage of Boulders 20 km BY MT
174Carriage of Brick Tile for av distance 90Km by MT
175Disposal of Mulba for an av distance 1.00Km by MT
176Carriage of Earth for an av distance 5.00Kms by MT
177Carriage ofManurefor an av distance 5.00Kms by MT
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