Construction of RTO Office building at Peersthan, Nalagarh Distt. Solan (HP).

Amount

Excavation in hilly/plain area in all heights and depths and in all kind of soil by mannual/ mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chieselling, wedging out of rock (where blasting is prohibitted) and their intermediate classification of soil,setting out true to the required lines, grades, width cutting and trimming of side slopes and level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification clause 1603.1 and sorting of useful materials and stacking the same in all leads and lifts and transportation of un useful material for filling in Industrial area, road ways, camber, embankments for grade improvements and disposal of all un-useful material to required width of the road or on dumping sites as managed by Contractor himself through all modes of transportation including head load or animal transport or mechanical means along with its levelling, fine dressing , Grading with grader, Rolling, watering, Compaction, and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and or /labour if required. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases as per the direction of Engineer- in- charge including carriage of material with in all leads and lifts. The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government. The contractor will have to arrange the safe dumping site for dumping of surplus excavated material on his own in all leads and lifts.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil and as per direction of Engineer-in-Charge.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete and as per direction of Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) and as per direction of Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for upto top level -1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) and as per direction of Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form and as per direction of Engineer-in-Charge for : Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Stairs, (excluding landings) except spiralstaircases

Edges of slabs and breaks in floors and walls

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level.Mild steel and Medium Tensile steel bars and as per direction of Engineer-in-Charge.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works upto plinth level and as per direction of Engineer-in-Charge.

All works above plinth level upto floor V level and as per direction of Engineer-in-Charge.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) and as per direction of Engineer-in-Charge.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) and as per direction of Engineer-in-Charge.

Providing and fixing UPVC door with white profile C.M.T. Outward sash 60x104 mm with 5mm toughened glass and ACP sheet complete with all fitting and as per direction of Engineer-in-Charge.

Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Casement cum fixed panel window having one casement panel along with flyscreen mesh shutter, fixed panels and at top completely fixed ventilatorwith frame of 50/62mm in fixed portion, 62/62mm in door portion and 62/112mm frame in double pannel portion. Casement openable with S.S friction hinges (350 x 19 x 1.9) made of frame sash 62 x 75 mm & mullion 62x75 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead of appropriate dimension and 6mm thoughned glass and as per direction of Engineer-in-Charge.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete and as per direction of Engineer-in-Charge.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works and as per direction of Engineer-in-Charge.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waistslab with suitable arranent as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) and as per direction of Engineer-in-Charge.

Providing and fixing Powder coated anodised aluminium work for partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (Minimum anodic coating of grade AC 15) fixed with rawlplugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically where ever required including cleat angle, aluminium, snap beading for glazing/ panelling C.P. brass/stainless steel screws 19mm thick laminated HDHMR board and 5mm thick Glass in glazing. All complete as per architectural drawings and the directions of Engineer-In-Charge.

Providing and fixing 19mm thick commercial laminated HDHMR board of approved quality and shade cupboard/ Almirah of standard size 0.85x2.45mtr size & 0.40 mtr deep , i/c fixing 9mm thick laminated HDHMR ply in back side, front, top & bottom shitters of 19mm laminated HDHMR board i/c necessary edging/ beading & fittings (such as handles, catcher, hinges, locks etc.) complete in all respect as required & as per the directions of the Engineer-in-charge.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of tiles 600x600 mm and as per direction of Engineer-in-Charge.

Providing and fixing 1st 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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete and as per direction of Engineer-in-Charge.

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions 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 , curing 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, Cat Eye or equivalent.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.150 mm diameter and as per direction of Engineer-in-Charge.

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. :150 mm diameter and as per direction of Engineer-in-Charge.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion and as per direction of Engineer-in-Charge. (a) Bend 150 MM

(b) Shoe 150 MM

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and as per direction of Engineer-in-Charge.

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete and as per direction of Engineer-in-Charge. (a) Ridges plain (500 - 600mm)

(b) Flashings/ Aprons.( Upto 600 mm)

© Gutter (600 mm over all girth)

6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) and as per direction of Engineer-in-Charge.

15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) and as per direction of Engineer-in-Charge.

20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) and as per direction of Engineer-in-Charge.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete and as per direction of Engineer-in-Charge.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm and as per direction of Engineer-in-Charge.

Finishing walls with Acrylic Smooth exterior paint of required shade (othe than white) :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) and as per direction of Engineer-in-Charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in Charge. 80 mmthick C.C. paver block of M-30 grade with approved color design and pattern.

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid and as per direction of Engineer-in-Charge.

Providing and fixing wash basin with C.I. brackets, 15 mm 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 require:White Vitreous China Wash basin size 630x450 mm with a 15 mm C.P. brass pillar taps and as per direction of Engineer-in-Charge.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board 510x1040 mm bowl depth 250 mm and as per direction of Engineer-in-Charge.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete and as per direction of Engineer-in-Charge. .Flexible pipe. 32 MM

Providing and fixing 100 mm SS grating for gully trap and as per direction of Engineer-in-Charge.

Providing and fixing PVC floor trap ISI marked of self cleaningdesign including fixingwith approvedadhesive,costofcuttingandmaking good the wall and floors etc. complete and as per direction of Engineer-in-Charge.110 mm X 90 mm.

Providing 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 : 600x450 mm (outer dimensions) and as per direction of Engineer-in-Charge.

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. and as per direction of Engineer-in-Charge.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.15 mm nominal outer dia Pipes and as per direction of Engineer-in-Charge.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls trenching and refilling etc.and as per direction of Engineer-in-Charge. 15 MM dia

20 mm dia nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore and as per direction of Engineer-in-Charge.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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 and as per direction of Engineer-in-Charge.

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore and as per direction of Engineer-in-Charge.

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931-15mm nominal bore and as per direction of Engineer-in-Charge.

Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length- 15 mm nominal bore

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

P/F square mouth SW gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 and as per direction of Engineer-in-Charge.

Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete and as per direction of Engineer-in-Charge..90 mm dia.

110 mm dia

150 mm dia.

Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3 mm thick bolts and nuts complete including fixing with approved adhesive etc. complete and as per direction of Engineer-in-Charge.. 110 mmDia

90 mm dia

Providing and fixing PVC door bend with oval access door, insertion rubber washer 3 mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc.complete and as per direction of Engineer-in-Charge. 110 mm dia.

90 mm dia

Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc. complete and as per direction of Engineer-in-Charge.. 150 mm dia

110 mm dia

90 mm dia

Constructing 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 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 and as per direction of Engineer-in-Charge.

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 and as per direction of Engineer-in-Charge.

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 20 mm nominal bore and as per direction of Engineer-in-Charge.

Construction 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-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate and as per direction of Engineer-in-Charge.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications and as per direction of Engineer-in-Charge.

Stone filling behind the retaining wall / breast wall and as per direction of Engineer-in-Charge.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Circular shape 560 mm internal dia

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) and as per direction of Engineer-in-Charge.

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. and as per direction of Engineer-in-Charge.

Providing and fixing chromium plated brass soap dish with C.P. Brass brackets fixed to wooden cleats with C.P. Brass screws and as per direction of Engineer-in-Charge.

Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) :20 mm nominal bore and as per direction of Engineer-in-Charge.

Naresh Kumar (BID ID -566822)

gagan ohri (BID ID -569473)

Hoshiar Singh (BID ID -569007)

Vikas Enterprises (BID ID -565603)