Contstruction of MCH Block and Service Block in the Campus of Civil Hospital, Sector 6, Panchkula.

Amount

Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15cm layer including ramming watering and consolidating lead upto 30meters. (HSR 6.13 a) Subject to condition that soil should be non plastic.

Centring and shuttering for flat surfaces such as suspended floor,roofs,landings, chajjas.shelves etc. inclination not exeeding 25 degree with horizontal. (HSR 9.1) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor Roof Slab

First Floor Roof Slab

Second Floor Roof Slab

Third Floor Roof Slab

Fourth Floor Roof Slab

Fifth Floor Roof Slab

Sixth Floor Roof Slab

Seventh Floor Roof Slab

Centring and shuttering for faces of walls,partitions, retaining walls, well steining and the like (vertical or battering ) including attached pilaster,buttresses etc (HSR 9.5) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Centring and shuttering for sides and soffits of beams hunching,griders, bressumers and lintels.(HSR 9.7) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Centring and shuttering for staircase with sloping soffits including risers and stringers.(HSR 9.8) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Centring and shuttering For Columns (Square Or Rectangular or polyhonal in plan)(HSR.9.9) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Cement Concrete 1:4:8 with stone aggreegate 40mm nominal size in foundation and plinth. (HSR 10.39)

Cement Concrete 1:6:12 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.51)

Provinding and laying in position machine batched and machine mixed design M-30 grade cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of lying but excluding the cost of centering, shuttering, finishing and reinforecement, including admixtures in recommeded proportions as per IS:9103 to accelerate, retard setting of concrete, improve workablity without impairing strenght and durablity as per direction of Engineer-in-charge in first storey upto 4 meters above plinth level. (Note:- Cement content considered in this item is @340 kg/cum) (HSR-10.74) Slab Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor Roof Slab

First Floor Roof Slab

Second Floor Roof Slab

Third Floor Roof Slab

Fourth Floor Roof Slab

Fifth Floor Roof Slab

Sixth Floor Roof Slab

Seventh Floor Roof Slab

Cement concrete 1: 1½ : 3 with stone aggregate 20mm nominal size for reinforced concrete work in shelves and thin vertical section not exceeding 10cm in thick etc excluding steel reinforcement but including centering and complete in all respects. (HSR 10.81+10.95a) Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in walls exceeding 20 cm thickness (staight & curved), beams, girders, stairs, columns, (square & rectungular) battens and lintels tec excluding steel reinforcement but including centering and shuttering , laid in position complete in all respect (HSR 10.86+ 10.95 a) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in fascias parapets & other thin vertical sections, not covered by item Nos 10.82, 10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement, but including centring & shuttering, laid in position, complete in all respects (HSR 10.89+10.95(a)

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced work in footings, strips, foundation, beams, raft, pedestal and approch slab of bridges etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respect,( For work upto 1.50meters below ground level . ( HSR 10.90+10.95a) Basement Level

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in payments, roads, taxitracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. (HSR 10.132)

First class brick work laid in G.F cement sand mortar 1: 6 in first storey up to 4 meter above plinth level. (HSR 11.7) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Mumty

11.43cm Thick Brick Wall with every,fourth course, laid in Cement sand Mortar 1:4 in superstructure (HSR 11.48a) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Providing & laying Autoclaved Aerated (Cellular)concrete light weight blocks (as per IS :2185 part-3) having density of 550 to 650 kg/m³ and compressive strength of 4.0N/mm² ; masonry in non load bearing walls using more than 100mm thick AAC blocks complete in all respect (ii) with Polymer modified adhesive of reputed make as approved by Engineer-in-charge in super structure. (HSR 11.105) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Mumty

Top Khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.with CI spots & fixing in position (HSR 13.50)

Bottom khurra on ground 1.2mx0.6m consisting of brick-on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12mm thick cement plaster 1:3. (HSR 13.57)

Cement concrete 1:2:4 gola 10cm x 10 cm quadrant along junction of roof with parapet wall finished smooth (HSR 13.64)

Providing and fixing PVC rain water pipe 6 Kg pressure of ISI mark in cement mortar during masonary work. (HSR 13.89) Note:- The agency to whom the work alloted will have to produce original bill / voucher for all quantity in taken of proof of purchase of material. (a) 100mm dia PVC pipe 6 kg Pressure.

(b) 150mm dia PVC pipr 6 kg Pressure.

Providing and fixing PVC Bend ISI mark (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-Charge. (HSR 13.90) Note:- The agency to whom the work alloted will have to produce original bill / voucher for all quantity in taken of proof of purchase of material. (a) 100mm dia PVC Bend

(b) 150mm dia PVC Bend

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Conglomerate floor 40mm thick cement concrete topping 1:2:4 (HSR 14.9) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Precast chequered tiles of 20mm thickness in ordinary grey cement without chips laid on 20mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floor,treads of steps and landings. (HSR 14.45) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Fixing White Marble stone flooring 17mm and above thick slab including matching grains of marble laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. (excluding cost of marble). (HSR 14.49) Marble shall be supplied by the Department Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Kotah Stone flooring 25mm thick in any pattern as specified over 20mm thick base of concrete coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match shade of stone including rubbing and polishing. (HSR 14.62) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Providing and fixing 1st quality cermic glazed wall tiles confirming to I.S 15622(thickness to be specified by the manu facturer) of approved make in all colours,shades except burgundy ,bottle green,black of any size as approved by engineer-in-charge in skirting, reisers of steps and dados overs 12mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. b) Size of ceramic Glazed tiles 300x450mm.(HSR-14.92) (Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Laying and fixing granite stone in all shade 15 mm to 18mm thick in flooring laid in any pattern as specified over base of 20mm thick cement coase sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone .(Excluding the cost of granite stone) (HSR.14.96) Granite will be supplied by the Department. Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

12mm thick cement plaster 1:6 (Plastering on Walls) (HSR 15.7) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Mumty

20mm thick cement plaster 1:2 in 2 coats works (HSR 15.13) Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Mumty Floor

Ceiling Plaster 10mm thick Cement Plaster 1:4 (HSR 15.52) Basement Level-III

Basement Level-II

Basement Level-I

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Preparation of Ply wood Surface for Painting i/c Sand papering the surface and applying grilling with approved quality filter consisting of White lead, linsed oil, warnish and chalk mitti including finishing the surface to required finish Complete. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.1) (Through Rate)

Applying pink primer or aluminium priming coat on wood work including preparation of surface,knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.2) (Through Rate)

Painting two coats excluding priming coat with synthetic enamal paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shades. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.3) (Through Rate)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces.(Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.25) (Through Rate)

Providing two coats with plastic emulsion paint on walls on new work to give an even shade. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.30) (Through Rate)

Providing two coats of exterior acrylic emulsion paint.(b)1st quality (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge (HSR 16.79 b) (Through Rate)

Providing & applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (J.K./ Birla make). (HSR 16.81) (Through Rate)

Providing and Fixing 150mm floor brass door stoppers,with rubber cushion,screws,etc. to suit rubber thickness complete. (HSR 17.75)

Supplying and fixing hydraulic door closer, ISI mark with necessary screws etc. complete. b) ISIS designation No. II (size of door 701mm to 85mm) (HSR 17.82 b)

Providing and fixing aluminium work for doors windows, ventilators and partitions wit extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS, 733 and IS:1285 fixed with rawlplugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/pancelling C.P. brass/stainless steel screws, all complete. (HSR 17.95 + Note II)

Providing and fixing aluminium work for doors windows, ventilators and partitions wit extruded built up standard tubular sections / appropriate Z sections and other sections of approved make conforming to IS, 733 and IS:1285 fixed with rawlplugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/pancelling C.P. brass/stainless steel screws, all complete. Shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. (HSR 17.96 + Note II)

Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood partice boardconforming to IS:12823 Grade I type II in panelling fixed in aluminium doors windows shutters and partition fraes with c.p brass/stainless steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides (HSR 17.97 (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)(b) with float glass panes of 5.0mm thickness). (HSR 17.98 (b)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS:6315 marked for doors including cost of cutting floors as required embedding in floors and cover/plates with brass pivot and single piece M.S sheet outer box.(a)with stainless steel cover plate. (HSR 17.99a)

Providing aluminium jali of thickness 7mm thick with opening 75mmx75mm of including anodizing and fixing in frame with cost of screws etc. complete. (HSR 17.100)

Providing and fixing aluminium round shape handle of outer dia. 100mm with screws etc. complete(iii)Polyster powder coated minimum thickness 50micron aluminium(HSR 17.102iii)

Structural steel work in girders or stanchions built up of one joist or channel section welded, including cutting and fixing all gusset plates, bolts, nuts, welding rods, etc., complete with flange plates, heads, sole plates, angle connections, etc., with hoisting and erecting in position: - (a) with one R.S. Joist (HSR 18.8 (a)

Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able 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)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers annealed steel wire etc. and placing in position complete in all repects for all heights/ depths/ storeys/ basements etc. NOTE:- Reinforcement shall be measured in lenghts including hooks, if any, separately for different diameters as actually used in works, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed joints, spacer bars, chairs, stays, hangers, and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR-18.22)

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 waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR 10.28)

Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. (DSR 12.34)

Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified (DSR 12.47.1)

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece (DSR 12.52.2) Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. (DSR 12.55). (i) First Roof

(ii) Fourth Floor roof

(iii) Terrace

Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/runway,using cement content as per design mix,using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportion as per approved & specified design criteria,providing dowel bars with sleev/tiebars wherever required laying at site,spreading and compacting mechanically by using needle by surface vibrators,levelling to required slope/camber, finishing with required texture,including steel from work with sturdy m.s channel section curing, making provision for contraction/expansion construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine providing and filling joints with approved joint filler and sealants,complete all as per direction of engineer in charge (item of joint fillers,sealants,dowel bars with sleev/tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant)/i/c transportation to site in transit mixer. (DSR-16.43.2)

Providing & Laying intergral cement based treatment for water proofing on horizontal surface at all depths below ground level for under ground surfaces as directed by Engineer-in-charge and consisting of i) 1st Layer of 22mm to 25mm thk approved and specified rough stone slab over a 25mm thk base of cement mortar 1:3( 1 cement : 3 coarse sand) mixed with water proofing compound. (ii) 2 nd layer of 25mm thk cement mortar 1:3 mixed with water proofing compound as recemmended in proportions (iii) Fininishing top with stone aggregate of 10mm to 12mm nominal size spreading 8 cudm/sqm thoroughly embedded in 2nd layer Using rough Kota Stone (DSR 22.1.1)

Providing & Laying intergral cement based treatment for water proofing on vertical surface by fixing specified stone slab 22mm to 25mm thk with cement slurry mised with water proofing compound conforming to IS:2645 in recemmended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compund and finishing the exterior of stone slab with cement mortar 1:3 ( 1 cement : 3 coarse sand) 20m thk with neat cement punning mixed with water proofing compound in recommended proportin complete at all lvels as directed by Engineer-in-charge using rough Kota Stone (DSR 22.2.1)

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. Serrated with central bulb (225 mm wide, 8-11 mm thick) (DSR 22.4.1)

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporatingprinciples of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately.The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025.1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr.2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml.3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm.5. Seismic Movement Test (upto 30 mm) as per AAMA 501.409 testing method for Qualitative test, Tests to be conducted on site.6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml (DSR 25.2).

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. (DSR 25.3)

Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin-Charge (DSR 25.4)

N.S Items Earth work in excavation by mechanical/manual means in foundations and basement for all widths up to any depth of soil/Rock/boulder/kankar etc. as encountered at site including disposal of excavated material for all lead & lift. The Excavated material shall be the Property of department. This Material shall be disposerd as per direction of the department. The permission required from mining department shall be obtaining by the contractor at his cost. Part of the excavated material shall be used for refilling as per direction of the Department. (N.S)

Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 4 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (NS). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Providing, Laying & Fixing of GRC tiles of approved shade over 12 mm thick cement mortar 1:4 for exposed outer surface for all heights including the cost of scaffolding complete in all respect for all Heights. (Note:- Reputed make Tile such as Unistone, NTC, DALAL shall be used as approved by Engineer-in-charge. (NS)

Providing and laying 200mm thk GSB consisting of drainage layer conforming to Table 400.1.Grading -VI of MORTH 5th edition mixing in mechanical mix plant to site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibro roller to achieve desired density complete as per clause 401 of MORTH specifications (NS)

Laying and fixing Tactiles of any size of approved make in floors laid in any pattern as specified over base of 20mm thk cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles incld cost of all material except tiles. (NS) (Note Tile Shall be supplied by the department)

Providing & Fixing in place metallic all plain wood finish Non Fire Doors Finished with Wooden shades as desired by Engineer-in-Charge. Over all of thickness of the shutter to be 46mm thick manufactured from 0.8mm GPSP Galvanised Steel Sheet confirming to (IS277) with provision of Reinforcement Pad and necessary provision for the receiving appropriate hardwares. The Shutter shall be filled with Paper Honeycomb core in fill. Door to be coated with pure polyster/Epoxy Polyster powder having coating thickness of 60-80 micron. (NS)

Providing & Fixing in place door frame of Section 172x58mm made of GPSP Sheet (IS277) constructed from sheet thickness 1.2mm with single rebate of 58mm dully filled with Puf and finished with Powder coating in reqular RAL shades as desired by Engineer-in-Charge. Frame should be coated with pure polyster/Epoxy polyster powder coating having thickness of 60-80 micron and provided with 3mm thick hinge reforcement plates. (NS)

Public Health Work Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in oridnary soil. (a) for depths excavation not exceeding 3 metres below ground level. [HSR 6.10 (a)].

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

Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. [HSR 28.22]. (vi) 40 mm internal diameter of pipeline.

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. [HSR 28.23]. (i) 11.43 cm thickness of walls

(ii) 22.86 cm thickness of walls

Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. [HSR 28.27]. (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

(d) 32 mm internal diameter

(e) 40 mm internal diameter

(f) 50 mm internal diameter

Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-In-charge. [HSR 28.47 (a)]. Upto 200 mm internal diameter

JOINTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS OF ALL CLASSES IN TRENCHES USING COLLAR JOINTS JOINTED WITH 1:1 ½ CEMENT SAND MORTAR NEARLY dry heavily caulked into joints AND WITH END DOWELS FILLED WITH 1: 1 ½ CEMENT SAND MORTAR including facing trowelling and finishing the joints and at angle of 45 degree with face of collars keeping the joints wet till cured testing the drain line for leakages and making good for all leakages and defects as laid down in the contract specirfications complete with two spigots and jointed to collars and internal diameter of sewer pipe or special being:- (c) 200 mm. (HSR 29.45)

CUTTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS of all classes chipping AND FINISHING THE CUT SURFACE TO A UNIFORM finish to the satisfaction of the Engineer-in-charge. (c) 200 mm (c) 200 mm. (HSR 29.46)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). [HSR 29.84]. (a) Size 450 mm x 450 mm

(c) Size 600 mm x 900 mm

Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. [HSR 29.87 (a) (i)].

CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. [HSR 29.90 (ii)]. (ii) On 150 mm I/d Pipe sewer (a) For 1.20 Mtrs. depth below ground level

(b) For 1.50 Mtrs. depth below ground level

(c) For 1.80 Mtrs. depth below ground level

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. (a) 200 mm dia. (HSR 29.93).

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (b) grade 'A' 150 mm. (HSR 29.95)

Providing & Fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian orissa or orya water water closet suite for sinking into floor, with raised foot treats complete with 100 mm H.C.I.'P' trap with or without vent as required and all other necessary fitting as fully described. (b) Size 630 mm (ii) Single Colour. (Make Hindware) [HSR 30.2 (b) (ii)].

Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) Single Color. [HSR 30.5 (b) (ii)].

EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. (i) White. [HSR 30.12 (i)].

EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid.(i) White plastic seat (Solid). [HSR 30.13 (i)].

EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). (i) 32 mm dia G.I. flush pipe. [HSR 30.15 (i)].

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE A RANGE OF THREE URINALS large flat back or angular lipped front 610mm high in vitreous chinaware with one No.10 litres capacity best Indian make C.I automatic flushing cistern with fittings and flush pipe etc. complete as fully described in Item No.30.25 above.Range of three urinals. (i) White. [HSR 30.27 (i)].

Providing and fixing 25 mm thick marble partitions for different type of urinals. (HSR 30.40).

Providing & Fixing in position best indian make (ordinary) lavatory suites consisting of:- (v) Size 560 mm x 450 mm with one no. tap. [HSR 30.41(v)].

PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor Level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge). [HSR 30.48].

Providing and fixing in position best Indian make chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). [HSR 30.50]

Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. (a) 600 mm x 450 mm x 200 mm. [HSR 30.53 (a)].

Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62)

Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bras pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. (a) with Bottle Trap (indian make). [HSR 30.63 (a)].

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P Brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. [HSR 30.67 (a)].

Providing and fixing in position best Indian make towel rails fixed in with rawlslugs embedded in walls with C.P. Brass screws, complete in all respect including cutting and making goods the walls etc.: (a) 25 mm dia, C.P. Brass adjustable. (i) 750 mm long. [HSR 30.68 (a)]

Providing and fixing in position glass shelf fixed in with rawl plugs with C.P. Brass screws, complete including cutting and making good the walls etc. (a) with C.P. Brass brackets and guard rail. (i) 600mm x 125 mm . [HSR 30.69 (a) (i)].

Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. (a) C.P. Brass (i) Soap dish Large. [HSR 30.70 (a) (i)].

Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion by means of 4 Nos. chromium plated brass screws and washers over rubbers washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the engineer-in-charge) complete including cutting and making good the walls etc. (a) Indian Make (i) 600 mm x 450 mm. [HSR 30.71 (a) (i)].

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE COAT AND HAT HOOKS fixed into wall with C.P Brass screws and rawl plugs etc. COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. (ii) Two Way. [HSR 30.73 (a) (ii)].

Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). [HSR 30.74].

Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge). [HSR 30.75]. (a) Bib cock long body.

Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (ii) Concealed stop cock with flange. [HSR 30.76 (a) (ii)].

Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77).

Providing and fixing of best Indian make C.P. Brass wall mixer 15 mm. (a) With Telephonic Shower. [HSR 30.81 (a)].

Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (iii) 15mm x 450 mm. [HSR 30.82 (b) (iii)].

Providing and fixing in position H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications of E.L.C. manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing. (HSR 30.84) (a) 100 mm internal diameter.

(b) 75 mm internal diameter.

Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85).

Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specificationsof E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87). (a) 100 mm internal dia meter. (1.13 Kg)

(b) 75 mm internal dia meter. (0.91 Kg)

Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects. (a) for 100 mm interal diameter pipes. (HSR 30.88). (a) for 100 mm interal diameter pipes.

(b) for 75 mm interal diameter pipes.

Providing & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. minimum depth of water should be 50 mm with a minimum seal of 50 mm. (b) with 75 mm i/d outlet. [HSR 30.89 (b)].

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing. (HSR 30.91). (a) For 100 mm dia pipes (1) Heal rest bend

(2) Double Junction with door 100 mm x 100 mm x 100 mm x 100 mm

(13) Bend with Door

(14) Bend Plain

(16) Cowls

(17) Door piece

(22) Collars

(b) For 75 mm dia pipes (1) Heal rest bend

(3) Double Junction with door 75 mm x 75 mm x 75 mm x 75 mm

(13) Bend with Door

(14) Bend Plain

(16) Door piece

(17) Cowls

(18) Collars

Providing and fixing in position automatic brass ball valves in tanks. (b) With Plastic Ball (ii) 20 mm internal diameter. [HSR 30.110 (b) (ii)].

Providing & Fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150 mm x 150 mm cast iron cover weighing approximately 7.26 Kg. and frame clear opening 300 mm x 300 mm and outside size 330 mm x 330 mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:2:4, in coping black bitumastic superior paint of approved manufacture on all C.I. work as per standard design, minimum depth of water should be 150 mm with a minimum seal 50 mm. (b) 100 internal diameter H.C.I. gull trap. [HSR 30.114 (b)].

Providing and Fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K. Supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. [HSR 30.119] 1000 Ltrs. Capacity Water Tank

2000 Ltrs. Capacity Water Tank

5000 Ltrs. Capacity Water Tank

DSR Items Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc (DSR 18.10) (i) 15 mm internal diameter of pipeline

(ii) 20 mm internal diameter of pipeline

(iii) 25 mm internal diameter of pipeline

(iv) 32 mm internal diameter of pipeline

(v) 40 mm internal diameter of pipeline

(vi) 50 mm internal diameter of pipeline

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) (DSR 18.17) . (a) 20 mm internal diameter

(b) 25 mm internal diameter

(c) 32 mm internal diameter

(d) 40 mm internal diameter

(e) 50 mm internal diameter

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) (DSR 18.46). (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

(d) 32 mm internal diameter

(e) 40 mm internal diameter

(f) 50 mm internal diameter

N.S Items Provind & laying uPVCpipe ( Working pressure) 6kg/sq.cm) incld specials like floor trap, heal rest bend, double junction with door, single junction with door, bend with door, bend plain, cowls, door piece, collars, nani trap, P-trap etc. The rate shall be inclusive of chemical for jointing, hanging arrangement below the ceiling, concreting around the floor trap and other misc. complete in all respects as per statisfaction of Engineer in charge. Make ( Diplast, Kissan, Truflo(Hindware) (NS) 100mm internal dia

75mm internal dia

Providing and fixing jet spray of approved quality complete in all respect as per the direction of Engineer-in-Charge

Sub Head- II PUMPS and MOTORS Providing, fixing and testing of packaged type factory fitted skid mounted system with variable frequency drive type comprising of :- (i) Vertical, inline multistage centrifugal pumping set with SS-1.4301 stage casing and SS-1.4301 impellers with stainless steel SS-303 shaft as per IEC standards and GJL260 cast iron suction & discharge casing, connected to TEFC ventilated induction motor of 2 pole, 2900rpm, suitable for 400/440 Volts, 3 phase, 50 Hz A.C. supply. (ii) Pressure vessel of non corrosive FRP composite construction lined with NSF and/or FDA listed material, like high density polyethylene . Pressure vessel capacity :- 100 ltrs (iii) Control Panel with programmable logic controller (PLC) for cyclic operation of pumps + 01 No Variable Frequency Drive. The Pump working sequence should change after every operation. Contactors, overload relays and MCBs should confirm to IEC 898 – 1995/ specifications. Blinking indications for pumps start, trip, low level trip, health supply should be provided in the panel along with the ammeter & voltmeter. (v) All required Ball Valves, Non-return valves, flexible connectors etc. and all required accessories, Heavy Duty CED coated G.I/MS header to make the system completely operational as a skid mounted system. Solonoid valve / Motorised valve for automatic opeation filling of over head tank Complete manifold system with control panel shall be factory assembled & totally mounted on a common base frame with following duties: Note:-No. and capacity of Pressure Vessel – 01 Nos. for each set of the pumps (of required capacity as per Manufacturer recommendations). (a) For Raw water transfer pump from UG tank to over head tank No. of Pumps : 3 (2 W + 1 S)

For Treated water transfer pump from UG tank to over head tank No. of Pumps : 3 (2 W + 1 S) (b)Capacity : 300 LPM each pump at 40 mtrs, 4 kw Model : KSB make Vt3/15B04 + 4 kw or equivalent

Note:-1. In case of any difference in the unit & nomenclature of any of the HSR/DSR Items of Civil & P.H. work depicted in this DNIT and that given in HSR/DSR, the unit and nomenclature given in HSR shall be applicable. 2. Only reputed make material will be used (make/brand exhibited in HSR/DSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/works at site.