Special repairing/renovation and construction of roads and buildings in the campus of RRC, MHU at Murthal.

Amount

Earth work in excavation in foundations, trenches, of underground structures, sullage drains, etc. and other similar works in ordinary soil including dressing of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night signals, crossing over trenches for access to house watching , stacking of excavated soil, clear from the, clear from the edge of excavation and subsequent filling, where required around masonry. HSR 6.6

Dismantling brick work, tile masonry or tile lining and tile terracing. HSR 8.5 (b) in cement

Dismantling cement concrete 1:2:4 mix. HSR 8.6 (d)

Dismantling asbestos cement celotax or other hard board ceiling or partition wall including supporting timber. HSR 8.15

Removing door and windows (wooden and steel) with chowkats by making recesses in walls when the wall is not to be dismantled. HSR 8.18 (a) doors

Removing rolling shutters including top cover brackets and side guides etc. complete. HSR 8.24

Dismantling cement conglomerate/terrazzo floors 25 mm to 50 mm thick including concrete base. HSR 8.25

Scraping white wash and colour wash. HSR 8.32 (a)

Scraping of plaster. HSR 8.32 (c)

Dismantling white or coloured glazed tiles (to be carefully removed) HSR 8.38

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth. HSR 10.28

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement but including centring and shuttering laid in position, complete in all respect. HSR 10.82+10.95 (a)

Cement concrete 1:11/2:3 with stone aggregate 20mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs columns (Square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respect. HSR 10.86+10.95 (a)

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footing, strips, foundation, beams, rafts, pedestals and approach slabs of bridges etc. excluding steel reinforcement and including centring & shuttering, laid in position, complete in all respect (For work upto 1.5 metres below ground level.). HSR 10.90+10.95

Nicking cement concrete surface (over 28 days old) including preparation and laying slurry. HSR 10.118

Providing and laying 80 mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30 mm thick fine sand complete in all respect. HSR 10.159

1st class brick work laid in cement sand mortar 1:5 in foundation and plinth. HSR 11.3

1st class brick work laid cement sand mortar 1:5 in first storey upto 4 metres above plinth level. HSR 11.8

First class buck work laid in cement sand master 1:4 in first storey upto 4 into above plinth-level. HSR 11.9

Terracing consisting of tiles 22.86 cm x 11.43 cmx 3.81 cm laid over 87.5 mm mud filling on a layer of 25 mm mud plaster and another layer of mud mortar for laying the tiles, including two coats of bitumen’s laid hot @ 1.65 kg/m2 on top of RCC slab including grouting with cement sand mortar 1.3 and top surface to be left clean. HSR 13.13

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. HSR 14.1

Kotah stone flooring 25 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. HSR 14.62

Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1.3 and jointed with white cement slurry mixed with pigment to match the shade (Tiles shall be of premium quality (1st quality) of reputed manufacturer like nitco, kajaria, somani, Orient and Johnsons) HSR 14.89

Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in skirting/dado laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. (Tiles shall be of premium quality (1st quality) of reputed manufacturer like nitco, kajaria, somani, Orient and Johnsons). HSR 14.90

12 mm thick cement plaster 1:4 HSR 15.5

15 mm thick cement plaster 1:4 on the rough side of single or half brick wall. HSR 15.10

15 mm thick cement plaster 1:5 on the rough side of single or half brick wall. HSR 15.11

10mm thick cement plaster 1:4 underside of ceiling. HSR 15.52

Cement pointing 1:2 deep variety on brick and tile work. HSR 15.60

Painting one coat with synthetic enamel paint in all shades on old wood-work or metallic or plastered or concrete surfaces to give an even shade including rubbing down old paint. HSR 16.7

Preparation of plastered or concrete surfaces for painting, including sand papering the surface, applying one coat of linseed oil, varnish and chalk mitti including finishing surface to the required finish complete. HSR 16.24

White wash one coat or subsequent coat. HSR 16.46

White washing two coats. HSR 16.47

Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work. HSR16.57

Distempering with washable oil bound distemper (of approved manufacture) one coat on old distempered. work. HSR 16.59

Finishing walls with exterior decorative cement based paint such as snowcem Robbiacem etc. on new work, two coat to give an even shade. HSR 16.61

Providing two coats of exterior acrylic emulsion paint 1st quality. HSR 16.79 (b)

Supplying and fixing glass panes with moulding of commercial hard wood such as hillock, champ, chikrassy and chaplash etc. (non coniferous timber other than teak, conforming to I.S. specification NO. 1003, kiln seasoned). (c) 4 mm thick (glazing area above 55 sq dm but upto 84 sq. dm of each pane) HSR 17.36 (c)

Factory Manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc. (non-coniferous timber other than teak, conforming to I.S. specification No. 1003, kiln-seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops, nails etc., complete, fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position). HSR 17.90 (b)

Factory manufactured wire gauze door and window shutters of commercial hard wood such as hillock, champ, chikrassy and chap lash etc. (Non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fittings, other than specified above but including labour for fixing the same in position) HSR 17.92 (ii) 35 mm thick

Factory manufactured solid flush door shutters with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin hot pressed conforming to I.S. 2202 part I and II, fixed in position including iron hinges, screws, chocks/cleats and stops etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position) HSR 17.93 (a) Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges (iii) 35 mm thick

Providing and fixing aluminium work for door windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS, 733 and IS:1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fest fasteners including necessary filling of gapes at junctions, at top, bottom and sides with required neoprene felt etc. including cleat angle aluminium snap beading for glazing all complete. Fixed portion (Anodised aluminium transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) HSR 17.95

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 grade I type II in panelling fixed in aluminium doors. Windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete. (b) Pre-laminated particle board with decorative lamination on both side. HSR17.97 (b)

Providing and fixing glazing in aluminium door windows, ventilator shutter and partitions etc. with pvc/neoprene gasket etc. Complete (cost of aluminium snap beading shall be paid in basic items) HSR 17.98 (b) With float glass panes of 5.0mm thickness

Structural steel work in angles, tees and flats welded including cutting fixing all gusset plates, bolts, nuts welding rod, etc. with hoisting and erecting in position: For roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges. HSR 18.7

Wrought iron and mild steel (using angles, flats, square bars, tee and channel ladder grills, grating frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing gates and tree guards etc. including cost of screws and welding rods or bolts and nuts complete fixed in position. HSR 18.12

Supplying and fixing rolling shutters, of approved make, M.S. laths, interlocked together through their entire length, and jointed together at the end to end by and locks mounted on specially designed pipe shaft with brackets, side guides, 27.5 cm long wire spring grade no. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed). HSR 18.18 (b) with 80 mm x 1.25 mm M.S. laths

(c) Providing and fixing ball bearing, for push and pull type rolling shutters, from 9.20 to 12 sqm area.

Fe 500 EQRTMT steel bars for RCC work where not included in the complete rate of RCC including bending, binding and placing in position complete. HSR18.22

Pressed steel sheet frames (chowkats) consisting of 2 mm thick steel sheet of the specified section including iron lugs (hold fasts) iron hinges, conforming to PWD specification including bolts for fixing stops lock notch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead non setting primer of approved quality fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete: HSR 18.34 (a) Door and window frame of sixe 89 mm x 50 mm with 40 mm wide single rebate.

(d) Door and window frame of size 114 mm x 50 mm with 35 mm wide double rebate.

Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed. HSR 24.1

Providing and fixing in position best Indian make (ordinary) laboratory suit consisting of Laboratory in vitreous china ware size as given below (to the approval of Engineer-in-charge) including china plug for tap hole where necessary R.S or C1 brackets for building into walls 32 mm cp brass waste with CP brass chain and Rabber plug 15mm cp brass screw down pillar tap with jamnut or coupling best design (as approved by the Engineer-in-Charge) All fitting best Indian make and to the approval of the Engineer-in-Charge. All brass work chromium plated and complete in all respect I/C cutting and making good the walls floor and painting of fittings etc. HSR 30.41 (IV) Size 550x400mm with one no. tap

Providing & fixing in position best Indian make towel rails. HSR 30.68 (a) 25mm & CP brass adjustables (i) 750 mm Long

Providing & fixing in position best Indian make Soapdish fixed into wall. HSR 30.70 (a) C.P brass (i) Soap dish large

Providing & fixing in Position best Indian make bevelled edge 5.5mm thick minor. HSR 30.71 600x450 mm

Providing +Fixing in position 15mm I/D CP brass bibcock of best quality. HSR 30.75 (a) Bibcock long body

( c ) Bib cock

Providing& fixing in position CP brass stop code 15mm stop cade. HSR 30.76 (i) Stop cock male & female

(ii) Concealed stop cock with flange

Providing and laying polished granite stone flooring in required design and pattern in linear as well as curvilinear portion of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing cutting and polishing etc all complete as specified and as directed by the Engineer-In-Charge. Polished granite stone slab jet Black, Cherry Red, Elite brown, Cate eye or equivalent. DSR 11.56.1

Providing corrugated G.S sheet roofing including Vertical/carved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G-1 limpet washer filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheet complete (upto any pitch in horizontal/Vertical carved surfaces) excluding the cost of purlins, raftas and trusses and including cutting to size and shape wherever required 1.00 mm thick with zinc coating not less than 275gm/ m2. DSR 12.1.1

Providing & fixing white vitreous china Pedestal type water closet (European type) with seat and lid, 10-liter low level white vitreous china flushing cistern& C.P flush bend with fitting & C1 brackets, 40mm flush bend, overflow arrangement with special of standard make and mosquito proof coupling of approved municipal design complete, including painting of fitting and brackets, catting and making good the walls and floor wherever required. W.C Pan with ISI marked white solid seat+lid. DSR 17.3.1

Factory made PVC rigid foam panelled shutter including carriage. DSR 8003

Earth filling under road with sandy soils brought from outside from any lead, laid in 25 cm layers including dressing, watering, rolling with road roller to specification including consolidation excavation, carriage, compensation loading, unloading complete in all respect. N S

Providing and laying 100 mm thick (75 mm thick compacted) granular sub base (1st layer) consisting of drainage layer conforming to table 400-1 grading –III of MORT and H. (5th edition) mixing in a mechanical mix plant at OMC, carriage of mix material to site of work spreading to a uniform layer with motor grader on prepared surface and compacted with vibratory power roller to achieve desired density complete as per clause no 401 of MORT & H. specification (two layers). NS

Providing and laying 100 mm thick (75 mm thick compacted) stone metal (grading-I) 63 to 45 mm gauge soling coat to water bond macadam in layer 75 mm each using screening type-B compacted with a three wheeled steel roller/ vibratory roller to achieve the desired density including lighting, guarding, barricading and maintained of diversion etc as per clause no 404 of MORT & H specification for road and bridges (5th edition) of 2013, complete in all respect as per drawing & design or as directed by Engineer In-charge. NS

Providing and laying 100 mm thick (75 mm thick compacted) stone metal grading –II 53 mm to 22.4 mm gauge wearing coat to water bound macadam in layer of 150 mm each using screening type-B compacted three wheeled steel roller/vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc as per clause no. 404 of MORT & H specification for road and bridge (5th edition) of 2013, complete in all respect as per drawing and design or as directed by Engineer In-charge. NS

Providing and laying one coat of surface dressing with bitumen spray and coarse aggregate in the proportion and rolling it with road roller etc completed in all respect as per clause 510 of MORT & H specification for road and bridge work (4th revision of 2001/ latest edition). NS

Providing and applying tack coat with bitumen pressure distributor @ 0.30 kg per Sqm on prepared concrete/wearing coat surface cleaned with mechanical broom including cost of bitumen complete as per clause 503 (5th edition) 2013 as per MORT & H specification. NS

Providing and laying 50 mm thick compacted bituminous macadam (BM) in one layer by hot mix plant and paver finisher as per 504 tables no. 500-507 of MORT & H specification for road and bridge works (5th edition) of 2013 using minimum 3.45% bitumen content of required grade including cost of bitumen and aggregate. NS

Providing & applying tack coat with bitumen VG-10 grade using bitumen pressure distributor @ 0.30 kg per Sqm on prepared emulsion/bitumen surface including cost of bitumen complete as per clause 503 (5th edition) 2013 as per MORT & H specification. NS

Providing & laying 20 mm thick premix carpet (PC) on road with coarse aggregate and bitumen VG 10 grade mixed and heated in mechanical hot mixed plant carriage of pre mixed material from plant to site of work and laying the same paver and rolling it with road roller to achieve specified compaction strength and surface to accuracy including the cost of aggregate, bitumen, paver, road roller, establishment and setting up field laboratory of quality control, plant transportation, lighting arrangement, sign board and control and chowkidar etc, complete in all respect as per clause 510 of MORT & H specification for road and bridges (5th edition) 2013. NS

Providing and laying B type seal coat with bitumen VG-10 grade and fine aggregate mixed and heated with mechanical mixture and laying the same with paver and rolling it with road roller including cost of bitumen and aggregate as per MORT & H. specification (5 edition) 2013 clause No. 511. NS

Earth filling with sandy soil including dressing, watering and compaction with road roller and laying earth at 20 cm layer including compensation of earth carriage loading unloading including complete in all respect for filling. NS

Providing & fixing of composite factory made dis-continues prefabricated sandwich panel-LP/HP-80 mm three Put for walls comprising of two sides of facing of colour coated galvanised steel sheet and sandwiched between them CPC free close cell height density rigid polyurethane foam 40+2 Kg/m3 having thermal conductivity value of 0.023w/mk. The outer and inner sheet shall be off white RAL 9002 galvanised steel sheet of 0.5mm TCT steel min 240 MPa having coating mass of min 120 gsm 2 in coating total on both sides as per 1S: 277 and finished with 20-micron colour coating of SMP polyster Quality paint coat of 5 micron primer on exposed side and back coat of 5 micron on inner side over a 5 microns primer the outer and inner shall sheet shall have a cone of 50 mm three polyurethane foam insulation. The puf insulation shall have fire retardant and self-extinguishing properties as per 1S 1236. The panels should be of required length and in 1190 mm width with tongue and groove arrangement as the sides having hidden as tenner jointing fainting arrangement the prefabricated panels shall be fixed to the support structure. The metal sheet shall conform to 1s: 277 H 4246. The Polyurethane insulation shall conform to 1s: 12436. The work shall be carried act as per direction of Engineer-in- charge. NS

Concertina wire heavy quality 90 GSM + barbed wire 9.38 Kg/100mtr supply of fixing 600 mm high on top of boundary wall as per Sp. Which with Y shaped hot galvanised M.S post as per drawing (Max loop spaining of 125mm) including G.1. tension wire, clips anchors accessories empanelled plates etc. all complete convention shall be free from ensile saturated galvanised wire (H.T.S.W) made wire dia of 2.5 mm thick shall be stretched of 6mm and attached and to stand of galvanised (H.T.S.W) strands will be attached to the b/wall excluding cost of Y-shaped angles.NS

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RAJDEEP AGRI PRODUCTS PVT LTD