Rehabilitation Improvement and Basic Facilities at Janauri Dam District Hoshiarpur Punjab under Dam Rehabilitation and Improvement Project DRIP

Dismantling brick work tile, masonry or tile lining (a) in lime

(b) In cement

Scraping (a) White wash and colour wash

(b) Cement plaster

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

(b) Windows of area 3 sqm and below

(c) Clerestory windows of area 3 sqm and below.

Dismantling cement conglomerate floors 25mm to 50mm thick without concrete base

Centring and shuttering for flat surfaces such as Suspended floors,roofs, Landing, Shelves etc.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure .

Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending ,binding and placing in position complete

Terracing Consisting of Tiles 22.86x11.43x3.83 cm laid over 25 mm mud Plaster7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of R.C.C slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing.

First class burnt brick work laid in cement sand mortar 1:4 in first Storey upto 4 meters above plinth level

(b) Wiring light point

(c) Wiring 6Amp. Plug control comprising wall socket point

(d) Wiring 16/20Amp. power plug control point

(e) Wiring light point with double control switches

PVC INSULATED PVC SHEATHED FR ROUND FLEXIBLE COPPER CONDUCTOR CABLE: Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge (a) ( Overall size 6.0sq.mm (84/0.3mm), 2Core)

(b) MCB Double Pole 50, 63amp. (10kA, Curve-C)

(b) Heavy Duty Exhaust fan 12''

(c) Tubelight set 36 watt LED

(d) LED light 18 watt

Erections of fans : (a) Erection of ceiling/cabin/exhaust fan having connection with PVC insulated PVC sheathed two single core copper conductor (FR) Cable 0.75 sqmm Complete (i) Erection of Ceiling Fan

(ii) Erection of Exhaust Fan with Louver shutter on the wall /window grill

(b) Erection of light fixtures on wall /ceiling having connection with PVC insulated PVC sheathed two single core copper conductor (FR) Cable 0.75 sqmm Complete (i) Erection of 1x20/28/36/40W Box Type (LED/ Fluorescent) light fixture

Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type A (a)110mm o/d single socket SWR UPVC pipe lines laid complete

(b) Elbow 90 Degree (All side socketed)

(c) Nahani trap without jali 110mmx110mm

Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -incharge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fittings and base support for tank. (a) Triple Layer Tanks

(b) PN - 16 Pipe, 32mm o/d

(b) 32mm i/d Brass Ball valves

Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 fine sand), complete. (Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make a ideal choice for high traffic zones.( Size 600x600mm)

Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing thejoints with white cement and matching pigment etc., complete white cement slurry in joints including corners angles and beading

Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS :15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 250 x 330 mm & 300x300mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Sal Wood chowkats including iron hold fasts iron hinges corner straps clears, stops wooden knobs fixed in position (a) Double Rebate (60mm x 150mm)

(b) Single Rebate (60mm x 100mm)

Red meranti Normal Super (18 to 19 kg per cft. Approx.) doors shutter windows shutter including hinges, screw and cords etc. Complete fixed in position (a) Panelled, glazed or glazed and panelled. (i) 40mm thick (Single Leaf)

Wire Gauge Red meranti wood Super (18 to 19 kg per cft. Approx.) door shutter without springs housed in chowkats. (a) 35 mm thick

Red meranti Super (18 to 19 kg per cft. Approx.) wood cup board chowkats including iron hold fasts, iron hinges, corner straps, wooden knob or handles fixed in position ( Size 45x 60mm)

Red meranti Super (18 to 19 kg per cft. Approx.) cup board shutter with plywood panels or faced on both side fixed in position ( excluding the cost of Handles , bolt haspswith staple but including the labour for fixing them) (a) 30mm thick

Providing and fixing bright finished brass door latch with necessary screws etc complete :250x16x5( best make of approved quality)

Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete (a) I.S.I Designation No. III (size of door 851mm to 1000mm)

Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect (a) Glazing area above 0.09 sqm (i) 5.0mm thick Plate glass (INDIAN

Providing and fixing 6” stainless steel handles ISI marked on door & window frames complete in all respect as directions of Engineer – in Charge

Providing and fixing 6” stainless steel tower bolts ISI marked on door & window frames complete in all respect as directions of Engineer – in Charge

12.5 mm thick cement plaster 1:4

Cement Pointing 1:3 deep variety

Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.

Applying pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc.

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade

Finishing walls with cement based water soluble exterior paint such as snowcem ,robbiacem etc. two or more coats to give an even shade

Applying Primer Coat with metal primer on new steel or iron work including preparation of surface

Earthwork in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres

Cement concrete 1:4:8 (b) With stone aggregate 40mm gauge (i) mixing by manual means

First Class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

Damp proof course 4cm thick cement concrete 1:2:4 with 2 Coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded

Providing and fixing in position vitreous Chinaware white Indian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tube connection 300 mm long complete.

Earthwork Excavation in ordinary soil , exclusive of compensation of earth (b) Earth work undressed with a combined lead upto 15 meters including breaking of clods Complete in all respect as Instructions of Engineer in Charge

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working pressure (4kgf/cm2) comforming to IS:4985, including fixing with MS Clamps. (a) U-PVC pipes (working pressure 4 kgf./ sqcm) pipe 110 mm dia

Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. (a) UPVC 100 mm bend

Laying of Dry Brick Ballast 40mm gauge for flooring

Base Course of floor consisting of 100mm thick cement concrete 1:8:16with stone aggregate 40mm gauge and 100mm fine sand filling using mechanical mixer for mixing of material

Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. Complete in all respect as per instructions of Engineer-in -charge. (a) Boring with 150mm id Housing Pipe Upto 150 m depth BGL.

Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore Complete in all respect as per instructions of Engineer-in -charge. (a) 100mm nominal diameter (weight 14.5 kg per metre) 5.40 mm thickness

Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per relevant IS Code or ISI marked duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore (a) 100mm Steel Strainer ( Slot size 0.15/0.20 mm) 5.0 mm thickness

Supplying, Fixing & lowering of Stainless Steel Socket as per relevant IS Code or ISI marked duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore complete in all respect. (a) 100 mm internal diameter

Supplying, lowering & fixing of MS Special Socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect. (a) 100 mm internal diameter

Supply and fixing of bail plug of MS Pipe complete with inverted U-hook attached to the bottom plug complete in all respect (a) 100mm nominal diameter (weight 14.5 kg per metre) 5.40 mm thickness

Supply and fixing of well cap having thread to fix on housing pipe complete in all respect (a) 100mm internal diameter

Supplying at site of gravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) complete in all respect as per instructions of Engineer-in -charge.

Development and Stabilizing of the tubewell with Submersible pump of required capacity as directed by the Engineer-in-charge including cost of tools, appliances & consumabe to satisfaction of Engineer - in- Charge

Supply and lowering of submersible pump set 2 H.P/ 30 stages at site of work complete in all respect as per instructions of Engineer-in -charge.

Supply and fixing of submersible cable 4 mm square size at site of work complete in all respect as per instructions of Engineer-in -charge.

Supply and fixing of control panel 2 H.P complete in all respect as per instructions of Engineer-in -charge.

Nuts and Bolts of all sizes and length required complete in all respect as per instructions of Engineer-in -charge

Supply and fixing of Jain & nipple for pump complete in all respect as per instructions of Engineer-in -charge

Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B Class including cost of specials (such as tees, bends, sockets, elbows etc.) , cutting, threading and testing in trenches in the ground complete in all respect as per instructions of Engineer-in -charge (a) 32mm i/d

Making dewatering arrangement by pumping set 4"*4" ( Tractor Driven) Complete in all respect as per Instruction of Engineer- in- Charge.

Clearance of sarkanda,Weed, jala , booti etc from wet drains (Stilling Basin) by machinery having bed width (ii) More than 20 feet Complete in all respect as per Instruction of Engineer- in- Charge.

Removel / Clearance of Slush from wet Drains (Stilling Basin) by mechanical means with an average lead of 2.3 km including loading and unloading complete in all respect as per intrwction of Engineer- in- charge.

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket Capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections including all lifts , loading and unloading with an average lead of 2.3 Km complete in all respect as per intruction of Engineer- in-charge

Extra for wet Earthwork for Depth above 30 cm of sub soil water level.complete in all respect as per intruction of Engineer- in-charge

Supply and Fixing Knife Edge Valve Size - 750 mm dia.(Manually Operated) Conforming to relevant IS Code including dismantling of old valve, dewatering arrangement etc complete in all respect as per instructions of Engineer-in -Charge.

Repair of Terminal Structure Gate at Dam Site including repairing rod, side channel sheet including fitting complete in all respect.

Repair of Hand wheel, Stuffing box including replacing of Jain Dori Complete in all respect.

Kail Wood 40mm thick planking tongued and grooved flooring including fixing with screws complete .

Dismantling barbed wire or flexible wire rope in fencing including making Rolls and Stacking within 50 meters lead.Complete in all respect as Instructions of Engineer in Charge

Cement Concrete 1:2:4 With Stone Ballast or Shingle mixing by mechanical means using Concrete mixer Volumetric type Complete in all respect as per Instructions of Engineer in Charge.

Steel work fixed independently without connecting plates including cutting, hoisting and fixing complete in all respect as per Instructions of Engineer in Charge. (a) Flats

(b) Tees, Angle & Channel

Interlink chain cross wire/ 8 ft. high cross wire fencing wire mesh Complete in all respect as per Instructions of Engineer in Charge.

Removal of Clearance of Slush from wet Drains by mechanical means with an average lead of 400 m including loading, unloading complete in all respect as per instruction of Engineer -in -Charge.

Excavation in soil ( any type ) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes , in accordance with requirements of lines , grades and cross sections with an average lead of 400 m including loading unloading complete in all respect as per instructions of Engineer -in-charge.

Excavation in soil ( any type ) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes , in accordance with requirements of lines , grades and cross sections with an average lead of 2.2 km including loading unloading complete in all respect as per instructions of Engineer -in-charge.

Rehandling of Earth work undressed with a combined lead of 35 m complete in all respect as per instructions of Engineer -in-charge.

Dressing of Earthwork (i) New Work or remodelling work.Unit

Dismantling Cement Concrete Plain 1:2:4 mix Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge

Boulder masonry in cement mortar (1:6) in foundations and plinth. Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.

Grouting Stone filling or pitching(b) With mortar of Catch Drains Complete in all respect as per Instructions of Engineer-in- Charge

Steel work in built up tubular pipes ( round, square or rectangular hollow tubes etc. ISI Marked) for flat shed ( i.e Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc Complete

Providing and fixing stair case railing made out of MS Square bars 20x 20 mm as vertical Cost 0.70 m high fixed with MS Base Plate of 40mmx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respect

12.5mm thick Cement Plaster 1:3

Painting new letters and figures of black synthetic enamel paint to an even shade

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the jointswith fine sand etc, all complete as per directions of Engineer-in-Charge. IS Code: 15658(2006)

Cement concrete 1:2:4 mixing by manual means Complete in all respect as Instructions of Engineer in Charge

Precast Cement Concrete Kerb (a) Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications Complete in all respect as Instructions of Engineer in Charge

Removing old paint with caustic soda solution and preparing surface Complete in all respect as per Instructions of Engineer- in -Charge.

Preparation of concrete or plastered surfaces for painting (including sand papering the surface ) using ready mixed cement based wall putty by applying two or more coats to get required finish complete in all respect as per Instructions of Engineer- in -Charge.

Painting gauge 60 cm vide reading to centimeter with synthetic enamel paint (two coats) to give an even shade complete in all respect as per Instructions of Engineer- in -Charge.

Providing Non-recording Rain Gauge Conforming to IS: 5225 (200 mm measuring capacity)