Drilling and Installation of tubewell including Repair of Pumps, water supply system form Plant store to Shaktipuram colony at Chinyalisaur, MB-II Uttarkashi

Surveying charges for installation of mini tube well hand pump including conveyance etc complete, as per direction of Engineer-In-Charge.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., 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. Hot finished seamless type tubes.

Transportation of suitable truck mounted ODEX/DTH drilling ring along with all necessary accessories connecting T&P required for drilling and erection of rig in all respect, as per direction of Engineer-In-Charge.

Dismantling of rig machine and other equipments and clearance of site after finishing the job, as per direction of Engineer-In-Charge.

Drilling of bore following size by using ODEX/DTH method 200/250 mm by rig machine in alluvial boulders pebbles rocky stone stick clay etc, including cost of attachment consumable store bits water POL etc, complete in all respect, as per direction of Engineer-In-Charge.

Drilling of bore of 200/250 mm as per IS 2800-1979 using DTH attachment form bottom of casing shoe to required depth in alluvial, as per direction of Engineer-In-Charge.

Supply and fixing of 8 mm thick well cap.200/250mm dia, as per direction of Engineer-In-Charge.

Supply and fixing of suitable casing soil of EN-24 steel as per requirement of ODEX attachment complete in all respect 200/250 mm, as per direction of Engineer-In-Charge.

Development of tube well by the suitable air compressor unit. To give sand free discharge, as per direction of Engineer-In-Charge.

Development of tube well by the suitable submersible OP unit complete with lowering and lifting of pumping plant having suitable discharge including running of OP unit and yield testing of tube well, as per direction of Engineer-In-Charge.

Supply and Fixing of housing clamp 8mm thick of following size 200/250 mm, as per direction of Engineer-In-Charge.

Supply of 35HP Submersible pumping plant of KSB/kirloskar/Mody/Crompton make or any other equivalent make including required control panel and its accessories complete.

Installation, testing and commissioning of pumping plant and accessories as required.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks

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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., 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. Hot finished welded type tubes.

Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

Finishing walls with Acrylic Smooth exterior paint of required shade : 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).

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

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.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

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.110 mm diameter

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 32 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 65 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :15 mm dia nominal bore

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 dia nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :25 mm dia nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :32 mm dia nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :40 mm dia nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :50 mm dia nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :65 mm dia nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :80 mm dia nominal bore

Engagment of one number excavator for excavating & collection of slip ,etc.

Engaging carpenter/mason for 8hrs in a day including all T&P.

Deployment of unskilled Labour for 8Hrs in a day including all T&P for misc.work which may be required .

Engaging painter/electrician/plumber/welder for 8hrs in a day including all T&P.

Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts

Providing and fixing D/F Non return valve 200mm dia confirming to IS: 14846:2000 in pisition including all material labour T&P etc complete . as required.

Providing and fixing D/F Non return valve 250mm dia confirming to IS: 14846:2000 in pisition including all material labour T&P etc complete . as required.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material

75 HP Horizontal Pump Replacement of Steel Shaft (EN-

75 HP Horizontal Pump Replacement of Shaft Sleeve (SS-410)

75 HP Horizontal Pump Replacement of Logging Ring

75 HP Horizontal Pump Replacement of Bearing End Covers

75 HP Horizontal Pump Replacement of Bearing Make FAG/SKF

75 HP Horizontal Pump Replacement of Other Bearing Make FAG/SKF

75 HP Horizontal Pump Taking out the back pullout assembly from the pump after complete closing of Suction & delivery valves, decoupling from motor end, cutting of all rusted studs & nut bolts with gas cutter as required and taking out the pump upto floor level.

75 HP Horizontal Pump Dismantling of back pull out assembly including taking out parts such as bearing, sleeve, impeller, hosing, at workshop as required.

75 HP Horizontal Pump Dynamic balancing of rotating assembly.

75 HP Horizontal Pump Re-fixing / reinstallation of back pull out assembly in the pump casing at site after removing the dead flanges from suction & delivery pipe line, fixing the coupling tightening the complete body of pump and making realignment with motor.

75 HP Horizontal Pump Motor of complete Rewinding including balancing, rotor shaft and replacement of bearing

75 HP Horizontal Pump Final Testing of complete Pump set

75 HP Horizontal Pump Transport Charges Inward & Outward with Loading and Unloading

125 HP Horizontal Pump Replacement of Steel Shaft (EN-8)

125 HP Horizontal Pump Replacement of Shaft Sleeve (SS-410)

125 HP Horizontal Pump Replacement of Logging Ring

125 HP Horizontal Pump Replacement of Bearing End Covers

125 HP Horizontal Pump Replacement of Bearing Make FAG/SKF

125 HP Horizontal Pump Replacement of Other Bearing Make FAG/SKF

125 HP Horizontal Pump Taking out the back pullout assembly from the pump after complete closing of Suction & delivery valves, decoupling from motor end, cutting of all rusted studs & nut bolts with gas cutter as required and taking out the pump upto floor level.

125 HP Horizontal Pump Dismantling of back pull out assembly including taking out parts such as bearing, sleeve, impeller, hosing, at workshop as required.

125 HP Horizontal Pump Dynamic balancing of rotating assembly.

125 HP Horizontal Pump Re-fixing / reinstallation of back pull out assembly in the pump casing at site after removing the dead flanges from suction & delivery pipe line, fixing the coupling tightening the complete body of pump and making realignment with motor.

125 HP Horizontal Pump Motor of complete Rewinding including balancing, rotor shaft and replacement of bearing

125 HP Horizontal Pump Final Testing of complete Pump set

125 HP Horizontal Pump Transport Charges Inward & Outward with Loading and Unloading

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar

Providing and laying cement concrete of specified grade up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster.

20 mm cement plaster 1:2 (1 cement : 2 stone dust).

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.