For Construction of 1872 EWS Houses under PMAY near FCI Godown, Rudrapur City, Uttarakhand.

Earth work :

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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

Reinforcement Cement Concrete 1 :Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.

2. Shelves (Cast in situ).

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

4. Stairs, Landing, Wasit Sab

5. Providing and fixing of customized aluminium formwork for monolithic construction RCC members with a repetitive usage of 100 times using grade 5052 aluminium of panel sheets of minimum 4 mm thick and grade 6061 (Type-6) aluminium for extruded sections. The form work includes of beam components i.e. beam side panel, prop head for soffit beam, beams soffit panel, beam soffit bulk head and deck components i.e. deck panel, deck prop, prop length, deck mid, soffit length, deck beam bar and wall components i.e. wall panel, rocker, kiker and internal soffit corner, external soffit corner, external corner, internal corner etc. The panels are held in position by a simple pin and wedge system that passes through holes in the out side rib of each panel. The tolerance of finished panels to be (-1 mm), and shall conform to IS 14687-1999. Pins and wedges to be made of high grade mild steel, all complete as per direction of Engineer-in- charge. (Cost of RCC work shall be paid separately) in-charge.

Steel reinforcement for R.C.C 1: work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500 or more.

2. work including straightening, cutting, bending, placing in position and binding all complete upto above plinth level.Thermo-Mechanically Treated bars of grade Fe-500 or more.

Design Mix Concrete 1: Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level. Concrete of M25 grade with minimum cement content of 300 kg /cum

2. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 300 kg /cum

Wood Work 1: Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws D1 D2 DW1 For 4 Floors For Mumpty

2. Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws Kiln seasoned and chemically treated hollock wood 30mm Thick DW1 W1 V1

3. Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm D1 DW1

4. Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250x16 mm D1 D2

5. Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :200x10 mm D1 DW1

6. Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 150x10 mm

7. Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :100x10 mm DW1 W1 VI

8. Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm D1 DW1

9. Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 100 mm D1 D2

10. Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :75 mm DW1 VI

11. Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete.Single rubber stopper D1 DW1 D2

Steel work 1: Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. D1 D2 DW1 W1 V1 Weight per M = 3.50Kg per M For 4 Floors (A) For D1 for Mumpty D1 Weight per M = 3.50Kg per M (B)

2. Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using M.S. angels 40x40x6 mm for diagonal braces

3. Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works '@9 kg per RM For Balcony For Staircase Weight

4. Providing and fixing hand rail of approved size welding etc. to steel ladder railing, balcony railing and stair case railing including applying a priming coat of approved steel primer .M.S tube ( D type ) 40 mm for staircase railing .'@ 3.56 kg per RM Weight

Flooring 1: Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. Living Room Bed Room Kitchenet Bathroom WC Balcony Cooridoor

2. Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete '@15% of Floor Area

3. Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Kitchenet Bathroom WC Less : Door D2

4. Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25 MM Thick Landing

5. Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete Staircase Tread Riser

Roofing and water proofing work 1: Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG -10 Total Area Mumpty

2. 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mudmortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 Total Area Mumpty

3. Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase

4. Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1cement : 3coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Finishing work 1 : Providing and applying white cement based putty of average thickness 1 mm, over the wall surface to prepare the surface even and smooth complete. Living Room Wall Bed Room Wall Kitchenet Wall Bathroom Wall WC Wall Balcony Wall Cooridoor Wall Staircase

2. Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour Two Coats

3. Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) Total

4. Applying priming coat :With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) D1 D2 DW1 For 4 Floors For MumptyTotal for Doors Windows DW1 W1 V1 For 4 Floors Total for Window

5. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work For Wooden Area D1 D2 DW1 For 4 Floors For Mumpty Total for Doors @2 Windows DW1 W1 V1 For 4 Floors Total for Window @1.2 For Steel AreaFor BalconyFor Staircase For 4 Floors Total for Window @1.0

6. Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.b)Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound at 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Kitchen Bathroom WC Balcony

7. Providing and filling sunken area with broken AAC blocks included ramming etc complete in all respects

Boundary Wall 1: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil

2. available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

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

4. Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) All works upto plinth level Footing RCC Column in Foundation

5. All works above plinth level upto floor V level

Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns Column in Foundation

Columns, piers, abutments, pillars, posts and struts First to Terrace Floor Slab First to Terrace Floor Slab Total AreaFor 4 Floors

Reinforcement for R.C.C. work including cutting, cleaning, straightening bending, binding, placing in position complete (including the cost of binding wire) at all levels & heights.Thermo-Mechanically Treated bars (Fe 500) 10 Dia12 Dia 8dia

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Superstructure above plinth level up to floor V level in all shapes and size in :Cement mortar 1:6 (1 cement : 6 coarse sand)

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

CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wallof mix: 1:6 (1 cement: 6 coarse sand)

Finishing walls with water proofing cement paint of required shade :New work (Two For 1 Flooror more coats applied @ 3.84 kg/10 sqm) External formwork Area

Road and Pathway work 1: Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. Parking Area Road and Pavement area

Supplying and stacking at site 90 mm to 45 mm size stone aggregate. Parking Area Road and Pavement area

Supplying and stacking at site 63 mm to 45 mm size stone aggregate.Parking Area Road and Pavement area

Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate. Parking Area Road and Pavement area

Supplying and stacking at site Good earth Parking Area Road and Pavement area

Supplying and stacking at site Moorum Parking Area Road and Pavement area

Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking , rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density Parking Area Road and Pavement area

Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:

2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 30 with no solvent

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Landscape work 1: Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) Screened through sieve of I.S. designation 20 mm

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.

Providing & Laying Trees, shurbs and other plants, benches, tree guard as required as given in drawings Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge

Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v

Providing and displaying of Dracaena mahatma having ht. 30 cm to 45 cm, well developed, fresh and healthy foliage in 20 cm size of Earthen pot/ Plastic pot & as per direction of the officer-in-charge

Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge

Internal Plumbing work 1: Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm P.V.C. P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board of 610x460 mm bowl depth 200 mm

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe of 32 mm dia

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore

Providing & fixing 15 mm nominal bore C.P brass Angle valve for basin mixer and geyser points of approved quality conforming to IS 8931. 15 mm nominal bore

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete : Internal & External work - Exposed / Concealed on wall15 mm nominal outer dia .Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete : Internal & External work - Exposed / Concealed on wall 20 mm nominal outer dia. Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete : Internal & External work - Exposed / Concealed on wall 25 mm nominal outer dia .Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete : Internal & External work - Exposed / Concealed on wall 32 mm nominal outer dia. Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete : Internal & External work - Exposed / Concealed on wall 40 mm nominal outer dia. Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete : Internal & External work - Exposed / Concealed on wall 50 mm nominal outer dia. Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete : Concealed work 15 mm nominal outer dia .Pipes.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete : Concealed work 20 mm nominal outer dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete : Concealed work 25 mm nominal outer dia Pipes

Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed end) 40 mm dia nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore

Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length 15 mm nominal bore

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing and fixing PTMT grating of approved quality and colour.Circular type.125 mm nominal dia with 25 mm waste hole.

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete as per direction of engineer in charge.Syntax or Equivalent type

Cutting holes up to 30 X 30 cm in walls including making good the same:With common burnt clay F.P.S. (non modular) bricks

Providing & Fixing G.I. Union in G.I. pipe including cutting and threading the pipe & making long screws etc. complete.20mm dia nominal bore

Providing & Fixing G.I. Union in G.I. pipe including cutting and threading the pipe & making long screws etc. complete.25 mm dia nominal bore

Providing & Fixing G.I. Union in G.I. pipe including cutting and threading the pipe & making long screws etc. complete.32 mm dia nominal bore

Providing & Fixing G.I. Union in G.I. pipe including cutting and threading the pipe & making long screws etc. complete.65 mm dia nominal bore

P-Trap type Floor Trap 110 x 110mm

Providing and fixing square mouth S. W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 180 x 150 mm. size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing, fixing, jointing and testing in position flowguard CPVC sch 40 pipes with sch 80 fittings confirming to ASTM F 441 suitable for cold and hot water supply in exposed works complete with all necessary fittings i.e. elbows, tees, bends, couplers, reducers, unions, plugs, clamps including jointing the pipe and fitings by solvent cement over primer coat as per ASTM F 493 including proper supports and clamped including building expansion loop wherever pipe crosses exp joint, complete as required by the Engg-in-charge for proper completion of the work. 65 mm ID (min wall thickness - 5.16 mm)

Providing, fixing, jointing and testing in position flowguard CPVC sch 40 pipes with sch 80 fittings confirming to ASTM F 441 suitable for cold and hot water supply in exposed works complete with all necessary fittings i.e. elbows, tees, bends, couplers, reducers, unions, plugs, clamps including jointing the pipe and fitings by solvent cement over primer coat as per ASTM F 493 including proper supports and clamped including building expansion loop wherever pipe crosses exp joint, complete as required by the Engg-in-charge for proper completion of the work. 80 mm ID (min wall thickness - 5.16 mm)

Supply & fixing in position ISI marked cast iron double flanged butterfly valves (PN 10 MPa) as per IS:13095, with SS disc, shaft, seating rings, internal fastening, nitrile rubber lining, nuts, bolts including transporting to worksite, 3 mm thick rubber gaskets etc. including testing, Complete as per drawings & directions of the Engineer-in-charge. 65 mm nominal dia

Supply & fixing in position ISI marked cast iron double flanged butterfly valves (PN 10 MPa) as per IS:13095, with SS disc, shaft, seating rings, internal fastening, nitrile rubber lining, nuts, bolts including transporting to worksite, 3 mm thick rubber gaskets etc. including testing, Complete as per drawings & directions of the Engineer-in-charge. 80 mm nominal dia

Providing & fixing UPVC Floor trap or Floor Drain of self cleansing design with stainless steel grating complete in all respects. Floor Drain 100X63 mm PVC

Providing, fixing and jointing in position UPVC (SWR) pipe Type-B for soil waste vent or antisyphonage pipe of approved make including suitable jointing to ensure leak proof service as per instruction for laying & jointing recommended by the manufacturer , including cutting and wastage etc and cutting holes in walls, roof or floors etc and making good to its original condition but excluding cost of cement concrete 1:2:4 around pipe lines complete. For 110 mm i/d pipe line for sewerage & sanitary

Providing and fixing 100x75 mm size multi floor trap with 75 mm water seal of Kitec make complete in all respect.

Providing, fixing and jointing in position UPVC(SWR) specials for soil waste of approved make including suitable jointing to ensure leak proof service as per instruction for laying & jointing recommended by the manufacturer and including cutting and wastage etc., cutting holes in walls, roof or floors etc and making good to its original condition complete.For 110 mm o/d pipes line.Plain Bend

Providing, fixing and jointing in position UPVC(SWR) specials for soil waste of approved make including suitable jointing to ensure leak proof service as per instruction for laying & jointing recommended by the manufacturer and including cutting and wastage etc., cutting holes in walls, roof or floors etc and making good to its original condition complete.For 110 mm o/d pipes line Coupler

Providing, fixing and jointing in position UPVC(SWR) specials for soil waste of approved make including suitable jointing to ensure leak proof service as per instruction for laying & jointing recommended by the manufacturer and including cutting and wastage etc., cutting holes in walls, roof or floors etc and making good to its original condition complete.For 110 mm o/d pipes line.Cowl

Providing, fixing and jointing in position UPVC(SWR) specials for soil waste of approved make including suitable jointing to ensure leak proof service as per instruction for laying & jointing recommended by the manufacturer and including cutting and wastage etc., cutting holes in walls, roof or floors etc and making good to its original condition complete.For 110 mm o/d pipes line Tee junction with door of 110mm x110mm x110mm

Internal Electrical 1: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc. as required.Group A

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FR PVC insulated copper conductor single core cable etc. as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 x 4 sq.mm. + 1 x 4 sq.mm. Earth wire

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.75 mm X 75 mm X 60 mm deep

Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.250 mm X 300 mm X 60 mm deep

Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. TV antenna socket outlet

Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.

Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as Required.Single pole

Supplying and fixing following Rating, Double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as Required. 40 Amps

Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as Required.25 Amps

Supplying and fixing following way, Single Pole and Neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator).8 Way Double door.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm.

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.

Supplying and fixing two module stepped type electronic fan regulator on the existing plate switch box including connections but excluding modular plate etc. as required.

External Elecrtical work 1: 11 KV H.T.Ring Main Unit Supply, Installation, Testing and commissioning of 11 KV, 630 Amps, 21kA Non Extensible SF6 gas insulated 630 Amp Copper busbar RMU comprising of Two Load Break switch & Two outgoing fixed-type VCB. The LBS/VCB shall be enclosed in robotically welded minimum 2.0 mm thick non magnetic, non ferrite Stainless Steel tank filled with SF6 with IP class IP67 , leak rate less than 0.1% and tested as per latest IEC 62271-200. The unit shall have front bottom cable entry for ease of installation.Protection shall be via self powered over current and earth fault numerical relay with associated CT's and triping coil. OTI, WTI alarm and triping facility shall also be provided. Self-Powered Relay : Type IDMT Live Cable Indicator for Ring Switches- Provided Cable end box suitable for cable termination to receive Incoming and Outgoing of 3 core 185 sq.mm 11 KV XLPE cable.

HT 11 KV CAPACITOR PANEL (Outdoor Type) Supply, installation, testing and commissioning of 12.65 kV, 750 KVAR, 3-Phase, 50 Hz, Indoor Type, Sheet Steel Enclosure ,comprising of Capacitor bank having step as 3 nos 150 KVAR (3 x 50 KVAR) + 3 nos 100 KVAR (2 x 50 KVAR) at 12.65 KV . Bank shall be complete with Capacitor units of 50/100/150 KVAR at 7.3 KV, including allied material such as suitable size of Expulsion HRC fuses / protection, bus bars, Pin/Post insulators etc. Panel shall be outdoor type. Capacitor switches, series reactors, RVT shall also be housed in same cubicle The capacitor panel fitted with 11 kV, Aluminum Wound, Dry type Series reactors 0.2% Reactor suitable for 150 KVAR step - 3 nos 0.2% Reactor suitable for 100 KVAR step - 3 nos 11 kV, 3-Phase Dry-Type RVT - 1 no 12 kV, Indoor type suitable rating Vacuum Contactor switches for 150 KVAR - 3nos 12 kV, Indoor type suitable rating Vacuum Contactor switches for 100 KVAR - 3no 11 kV, 630 Amp, Off Load Isolator with earth switch and mounting structure Indoor Type 6 steps Automatic Power factor Control relay Unit (APFCR) - 1no Sundries - LS HT 11 KV HRC Fuse suitable rating for 150 KVAR Bank - 3 nos HT 11 KV HRC Fuse suitable rating for 100 KVAR Bank - 3 nos Indicating Lamps - ON/OFF - 8 nos & RYB Phase -3 nos Push Button - ON/OFF - 8 nos 1- Space heater to prevent absorption of moisture with thermostat The capacitor switchboard shall be complete with earth bus, all interconnections, labels wiring, etc as required. 1- Suitable arrangement for cable joint to receive 11 kV XLPE cable 1x3 core 150 sq mm. The switchboard shall be complete with earth bus, all interconnections, labels wiring, etc as required.

Outdoor Type Isolator with Bus Bar box for transformer INCOMER : 500 AMP TP Isolator BUS BAR : 500 AMP, 415 Volts, 3 phase 50 HZ TPN high conductivity electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves.

Erection of 11 M long PCC Pole as per specification and confirming to latest UPCL/Nigam Technical Specification & approved with amendments complete in all respect as require .

Erection of 9 M long PCC Poleas per specification and confirming to latest UPCLTechnical Specification & approved with amendments complete in all respect as require .

Supply of 11 M long PCC Pole as per specification and confirming to latest UPCL/Nigam Technical Specification & approved with amendments complete in all respect as require .

Supply of 9 M long PCC Poleas per specification and confirming to latest UPCLTechnical Specification & approved with amendments complete in all respect as require .

Two Pole structure for receiving power supply from SEB 11 KV over head line complete with all the accessories and mounting channels etc consisting of steel structure made out of ISMC 200 and 100x50 MS channel along with protection, guarding and fencing etc, insulators and necessary civil foundation work including 1 nos. 11 KV 400 amp 3 pole isolator with handle, 3 nos. 11 KV, 10 KA station type lightning arrestors, 3 nos. D O Fuses, 2 nos. Earthing pits with G I Pipe, 50x6 mm GI strip, 6 nos. 11 KV pin insulator, necessary ACSR conductors, Pot head (ACSR conductor to XLPE cable termination) and vertical pipes for cables complete as required at site.

Four Pole structure for receiving power supply from SEB 11 KV over head line complete with all the accessories and mounting channels etc consisting of steel structure made out of ISMC 200 and 100x50 MS channel along with protection, guarding and fencing etc, insulators and necessary civil foundation work including 1 nos. 11 KV 400 amp 3 pole isolator with handle, 3 nos. 11 KV, 10 KA station type lightning arrestors, 3 nos. D O Fuses, 2 nos. Earthing pits with G I Pipe, 50x6 mm GI strip, 6 nos. 11 KV pin insulator, necessary ACSR conductors, Pot head (ACSR conductor to XLPE cable termination) and vertical pipes for cables complete as required at site. ( Four pole structure to be used to mount 315 KVA Transformer along with bus bar chamber)

SUPPLY AND LAYING OF CABLES & ACCESSORIES 6 sqmm 2 core

Supply of ISI marked aluminium conductor XLPE insulated cable as per IS 7098, armoured, served, sheathed 1100 volts grade. 25 sqmm 4 core

Supply of ISI marked aluminium conductor XLPE insulated cable as per IS 7098, armoured, served, sheathed 1100 volts grade. 35 sqmm 3 1/2 core

Supply of ISI marked aluminium conductor XLPE insulated cable as per IS 7098, armoured, served, sheathed 1100 volts grade. 70 sqmm 3 1/2 core

Supply of ISI marked aluminium conductor XLPE insulated cable as per IS 7098, armoured, served, sheathed 1100 volts grade. 185 sqmm 3 1/2 core

Laying and testing of aluminium / copper conductor cable PVC / XLPE insulated armoured, served, sheathed 1100 volts grade. On surface the cable run shall be fixed by GI clamps etc. of suitable size or on existing cable tray or inside existing RCC / HDPE DWC pipe complete in all respect .The armouring of the cable shall be properly connected with the earth conductor including fixing of palm or pin type copper tin plated cable socket (lug) / end terminations to the cable leads, insulating with tape and making connections with brass / nickle plated compression gland, providing cable tags complete in all respect upto the satisfaction of Engineer-in-charge. (The supply of terminations and glands shall be under seperate item) 6 sqmm 2 core

25 sqmm 4 core

35 sqmm 3 1/2 core

70 sqmm 3 1/2 core

185 sqmm 3 1/2 core

Supply, Erection, Testing, Commissioning, loading, transportation, enroute stacking, unloading at site, erection of LT line with following arrangements using One power core of Stranded Compacted Circular Aluminium Conductor, XLPE insulated twisted around bare aluminium alloy messenger Aerial bunched cable generally as per IS: 14255, including supply and erection of tension clamps for dead end, suspension clamps, clamps for neutral, 16 mm dia MS nuts & bolts, pole clamps, spring loaded bus bar suitable for single phase and three phase systems etc as required as per technical specification, approved drawings and scope of work: AERIAL BUNCHED CABLE 1X16+1X25 with messenger conductor (SQ. MM.)

Supply of 3 core stranded aluminium conductor 11 KV grade XLPE (E) (Cross linked Polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cable confirming to IS : 7098 (part II with latest amendments) 240 sq. mm 3 core

Laying and testing of 3 core stranded aluminium conductor XLPE insulated armoured cable 11 KV grade, at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand alround and protected with well burnt bricks on sides and on top put across or on surface fixed on GI clamps or on cable trey or inside pipe etc as required excluding the supply of sand, bricks and clamps etc. The armouring of the cable shall be properly connected with earth conductor by clamps etc.240 sq. mm 3 core

Supplying and Making End Termination With Brass Compression Gland and Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required.6 sqmm 2 core

Supplying and Making End Termination With Brass Compression Gland and Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required.25 sqmm 4 core

Supplying and Making End Termination With Brass Compression Gland and Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required.35 sqmm 3 1/2 core

Supplying and Making End Termination With Brass Compression Gland and Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required.70 sqmm 3 1/2 core

Supplying and Making End Termination With Brass Compression Gland and Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required. 185 sqmm 3 1/2 core

Supply and making heat shrinkable type Indoor end termination Kit of 11 KV XLPE cable.240 sq. mm 3 core

Supply and making heat shrinkable type Outdoor end termination Kit of 11 KV XLPE cable.240 sq. mm 3 core

Supply installation testing & commissioning of 50W LED Light with 1M long mounting bracket & fixing arrangment complete as required

MISCELLANEOUS ITEMS Providing and fixing M.V. danger notice plate of 200 mm x 150 mm made of mild steel, 2 mm thick and vitreous enamelled painting white on both sides, and with inscription in single red colour on front side as required .

Providing and fixing H.V. danger notice plate of 250 mm x 200 mm made of mild steel, 2 mm thick and vitreous enamelled painting white on both sides, and with inscription in single red colour on front side as required .

S/F of shock treatment chart (prescribed under I.E.rules) duly framed with glass and supported from back with hard board with supply of all material labour T & P etc for proper completion of work. (Approx front area = 1.20 sq M)

Supply and fixing of First aid box as approved by Indian red cross conforming to IS : 2217.

Supply of rubber gloves of 11 KV grade as per IS : 4770.

Providing, Laying and jointing of Spigot & socket type RCC NP-3 pipes suitable for rubber ring joints including rings, testing of joints etc. for cable laying along roads, under road crossings or for entry into the building as required.150 mm dia.

Providing, Laying and jointing of Spigot & socket type RCC NP-3 pipes suitable for rubber ring joints including rings, testing of joints etc. for cable laying along roads, under road crossings or for entry into the building as required.300 mm dia.

Supply and fixing of cable route maker as directed by Engg-in-charge.

Supplying and laying of 1000 mm wide x 2 mm thick insulated mat made from highly electrical resistant elastomer of tested quality to withstand 30 KV dielectric strength as per IS 15652 complete in all respects. (For LT Panels)

Supply, laying, jointing, testing and commissioning of ISI marked (IS : 14930, part 2) H.D.P.E. (DWC) Double wall Corrugated pipe for cable laying having corrugation on outer wall and plain smooth surface at inner side including transportation upto the site, jointing, providing and fixing of sockets and couplers etc including excavation in all kind of soil upto 1 meter depth of suitable width with back filling of soil into trenches to complete the works in all respects.120 mm dia

G.I. EARTHING Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

Providing & fixing 25mm x 5mm G.I. strip on surface, in recess or in ground including connections etc. as required

Providing & fixing 32mm x 6mm G.I. strip on surface, in recess or in ground including connections etc. as required

Providing & fixing 50mm x 6mm G.I. strip on surface, in recess or in ground including connections etc. as required

COPPER EARTHING Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Providing & fixing 25mm x 5mm insulated Copper strip on surface, in recess or in ground including connections etc. as required.

TRANSFORMER (11 KV / 0.4 KV) Supply, installation, testing & commissioning of Outdoor Pole mounted type 11 KV / 433 Volt Transfomer (as per IS : 2026, P1 to P5), 3 phase, Dyn 11 vector group, 50 cycles, (ONAN) oil immersed naturally cooled, step down, copper wound, continuous duty, temperature rise above 50oC in oil by thermometer 40oC, in winding by resistance 45oC and other standard accessories as required including followings : (as per IS 1180-level-2)a) Cable Termination box with disconnecting facility for 11 KV 3C-240 sq mm XLPE cable at 11 KV side b) Cable Termination box with disconnecting facility for required nos. LT cable at LT side. c) Off circuit Tap Changer on HV side + 7.5 % to - 7.5 % @ 2.5 % in manual mode with position indicator and locking arrangements.d) Oil Conservator with filter cap, drain plug & oil level gauge e) Earthing terminals 2 nos for body earthing. f) 0.415 KV neutral seperately bought out on a bushing for neutral earthing.g) Pressure release device. Double diaphragm explosion vent. h) Radiators Detachable type with top & bottom shut off valve. i) First filling of filtered dehydrated oil as per IS : 335 including make up fill during installation & 10% extra.j) Silica gel breather with connecting pipe & oil seal.k) Rating, Diagram & Terminal marking plate of SS.l) Sampling Valves for filteration, drainage and filling with plugs.m) Air release plugs. n) Thermometer pocket with plug.o) Lifting Lugs. p) Double float Buchholz relay with gas release cock, alarm & shut off valve on either side with separate set of contacts for trip and alarm.q) 150 mm Winding temperature indicator (WTI) with alarm.r) 150 mm Oil temperature indicator (OTI) with alarm s) Marshalling Box.The work shall be complete in all respects as per UPCL Guidance 315 KVA

DIESEL GENERATING SETS:Design, Manufacturing, Supply, Receiving, Unloading, Shifting, Storing, Installation, Testing and Commissioning of Radiator Cooled DG sets of following capacity compact packaged silent type, with Outdoor type Acoustic Enclosure to reduce the noise level as per requirements of central pollution control board, (72 db from 3 mtrs.) 415Volts,3 phase, 50 Hz AC alternator coupled to diesel engine with Electronic Governer complete with all accessories, standard specifications tool kits, service manual, self starting device, fly wheel, coupling with guard, V velt, radiator, instrument panel (starting switch with key, Water Temperature indicator gauge, Lub OIl Pressure gauge, Lube oil temperature gauge, Battery Charging Ammeter, indicating lamp, hour counter etc.),residential silencer, common bed plate, anti vibration isolation pads, extended cable termination box, grouting bolts, first charge of engine oil, gear oil, high speed diesel oil, 24 volt maintenance free chargeable battery set with Trickle / Boost Battery charger, interface card for BMS connectivity complete as required of rating 415 Volts, 3 phase, 50 Hz. AC alternator coupled to Diesel Engine complete with all accessories. NOC from concerned goverment authority for installation and operation of D.G. set shall be taken by contractor 100 KVA D.G. Set with suitable capacity of day oil fuel Tank with electronic governer and electronic control panel.

EXHAUST PIPING Supply, installation, testing and commissioning of following sizes MS exhaust piping heavy duty conforming to IS : 1239 complete with all accessories such as bends, flanges, stainless steel flexible bellows etc. and fixing/ supporting arrangement etc. as required.100 mm dia MS pipe. (Heavy Duty)

Insulation of above pipe with rockwool of min 75mm. thickness min. 144Kg/ m3 density and 26 SWG Aluminium cladding inside & outside DG room complete. Insulation will be done in such a way that temperature surrounding it shall not exceed 7 deg. beyond ambient. The above specifications shall be based on calculation subject to minimum ratings given above. Insulation and cladding for exhaust piping inside genset room area and outside using 50 mm thick rockool of density 144 Kg/ M3 & 24 SWG Aluminium Sheet.Fabrication, supply & erection of MS structure for supporting of DG emission, exhaust piping with RCC foundation and in cable trench for cable support etc. complete in all respect.

Plumbing work 1: Excavating trenches upto 1.5 meter depth in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg-in-charge.All kinds of soil Pipes etc Below 80 mm dia.

Excavating trenches upto 1.5 meter depth in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg-in-charge. All kinds of soil Pipes etc from 80 mm and above but not exceeding 300 mm dia.

Providing Precast Cement Concrete / SFRC Valve Chamber cover and frame conforming to IS : 12592-2002., The concrete mix should be not less than M 30.L D- 2.5 Rectangular shape 600*450 mm internal dimensions

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

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :50 mm diameter pipe

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :65 mm diameter pipe

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :50 mm dia

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :80 mm dia

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering (for thrust blocks at bends and junctions of water lines ) by 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size)

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

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

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

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

DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY Constructing brick masonry chamber 300 x 300 x 500 mm, inside with F.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for Isolating Valve / garden hydrant ,including fixing of CI/SFRC cover and frame in 150 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size); necessary excavation, foundation concrete 1:4:8 (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design. (The cost of cover and frame shall be seperate)

Providing, fixing and testing in position ISI marked (IS : 1239 for upto 150 mm dia and IS : 3589 for 200 mm and above dia) G.I pipes (medium class) in concealed or exposed works complete with all necessary G.I fittings i.e. sockets, elbows, tees, bends, unions, plugs and clamps including cutting chases and making good the walls (on terrace the pipes shall be supported at suitable interval and inside ducts these shall be properly clamped through duct walls). The Galvanization shall conform to IS : 4736. The work shall include the painting with two coats of anti-corrosive paints on buried and concealed pipe works and with two coats enamel paint of approved quality and shade over a coat of primer on exposed pipe works including bellows / expansion joint wherever pipe crosses exp joint, complete as required by the Engg-in-charge for proper completion of the work.80mm nominal bore (wall thickness - 4.0 mm)

Providing, fixing and testing in position ISI marked (IS : 1239 for upto 150 mm dia and IS : 3589 for 200 mm and above dia) G.I pipes (medium class) in concealed or exposed works complete with all necessary G.I fittings i.e. sockets, elbows, tees, bends, unions, plugs and clamps including cutting chases and making good the walls (on terrace the pipes shall be supported at suitable interval and inside ducts these shall be properly clamped through duct walls). The Galvanization shall conform to IS : 4736. The work shall include the painting with two coats of anti-corrosive paints on buried and concealed pipe works and with two coats enamel paint of approved quality and shade over a coat of primer on exposed pipe works including bellows / expansion joint wherever pipe crosses exp joint, complete as required by the Engg-in-charge for proper completion of the work.100mm nominal bore (wall thickness - 4.5 mm)

Providing, fixing and testing in position ISI marked (IS : 1239 for upto 150 mm dia and IS : 3589 for 200 mm and above dia) G.I pipes (medium class) in concealed or exposed works complete with all necessary G.I fittings i.e. sockets, elbows, tees, bends, unions, plugs and clamps including cutting chases and making good the walls (on terrace the pipes shall be supported at suitable interval and inside ducts these shall be properly clamped through duct walls). The Galvanization shall conform to IS : 4736. The work shall include the painting with two coats of anti-corrosive paints on buried and concealed pipe works and with two coats enamel paint of approved quality and shade over a coat of primer on exposed pipe works including bellows / expansion joint wherever pipe crosses exp joint, complete as required by the Engg-in-charge for proper completion of the work.150mm nominal bore (wall thickness - 4.5 mm)

Supply, fixing in position, testing ISI marked cast iron double flanged sluice valves as per IS:14846-2000, (PN 10) with SS stem, bolts, nuts, 3 mm thick rubber gaskets including transporting to worksite, Complete as per drawings & directions of the Engineer-in-charge. , 65 mm nominal dia

80 mm nominal dia

100 mm nominal dia

150 mm nominal dia

Constructing brick masonry chamber 600 x 600 x 1050 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, necessary excavation, foundation concrete 1:4:8 (1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design including fixing of CI/SFRC cover and frame in 150 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size) including centering, shuttering, excavation, refilling and disposal of surplus earth as directed complete in all respects. (The cost of cover and frame shall be seperate)

Excavating trenches upto 1.5 meter depth in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg-in-charge. All kinds of soil Pipes below 80 mm dia.

Excavating trenches upto 1.5 meter depth in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg-in-charge.All kinds of soilPipes etc from 80 mm and above but not exceeding 300 mm dia.

Providing Precast Cement Concrete / SFRC Valve Chamber cover and frame conforming to IS : 12592-2002., The concrete mix should be not less than M 30.L D- 2.5Rectangular shape 600*450 mm internal dimensions

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

Supply, laying, jointing, testing and commissioning of ISI marked H.D.P.E. pipes (PE 100) as per IS : 4984, including transportation upto the site, jointing by electro fusion welding for upto 110 mm dia pipe and butt fusion welding for above 110 mm dia pipe, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers, reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. Upto 110 mm dia pipe will be supplied in coils only.32 mm. OD. (PN 10)

Supply, laying, jointing, testing and commissioning of ISI marked H.D.P.E. pipes (PE 100) as per IS : 4984, including transportation upto the site, jointing by electro fusion welding for upto 110 mm dia pipe and butt fusion welding for above 110 mm dia pipe, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers, reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. Upto 110 mm dia pipe will be supplied in coils only.40 mm. OD. (PN 8)

Supply, laying, jointing, testing and commissioning of ISI marked H.D.P.E. pipes (PE 100) as per IS : 4984, including transportation upto the site, jointing by electro fusion welding for upto 110 mm dia pipe and butt fusion welding for above 110 mm dia pipe, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers, reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. Upto 110 mm dia pipe will be supplied in coils only. 50 mm. OD. (PN 8)

Supply, laying, jointing, testing and commissioning of ISI marked H.D.P.E. pipes (PE 100) as per IS : 4984, including transportation upto the site, jointing by electro fusion welding for upto 110 mm dia pipe and butt fusion welding for above 110 mm dia pipe, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers, reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. Upto 110 mm dia pipe will be supplied in coils only.65 mm. OD. (PN 8)

Supply, laying, jointing, testing and commissioning of ISI marked H.D.P.E. pipes (PE 100) as per IS : 4984, including transportation upto the site, jointing by electro fusion welding for upto 110 mm dia pipe and butt fusion welding for above 110 mm dia pipe, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers, reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. Upto 110 mm dia pipe will be supplied in coils only.90 mm. OD. (PN 8)

Supply, laying, jointing, testing and commissioning of ISI marked H.D.P.E. pipes (PE 100) as per IS : 4984, including transportation upto the site, jointing by electro fusion welding for upto 110 mm dia pipe and butt fusion welding for above 110 mm dia pipe, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers, reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. Upto 110 mm dia pipe will be supplied in coils only.110 mm. OD. (PN 8)

Providing & fixing of hand lever / butterfly handle operated forged brass body full way ball valve type garden hydrant valve with brass hose nippul having forged brass hard chrome plated mirror finish ball, steel handle with PVC grip, teflon seat, screwed ends tested to a pressure of 15 kg/sqcm complete.15 mm nominal bore

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) for thrust blocks at bends and junctions of water lines including necessary excavation, centering, shuttering etc as directed and required at site to complete the work..

Constructing brick masonry chamber 300 x 300 x 500 mm, inside with F.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for Isolating Valve / garden hydrant ,including fixing of CI/SFRC cover and frame in 150 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size); necessary excavation, foundation concrete 1:4:8 (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design. (The cost of cover and frame shall be seperate)

Supply, fixing in position, testing ISI marked cast iron double flanged sluice valves as per IS:14846-2000, (PN 10) with SS stem, bolts, nuts, 3 mm thick rubber gaskets including transporting to worksite, Complete as per drawings & directions of the Engineer-in-charge. 65 mm nominal dia

Supply, fixing in position, testing ISI marked cast iron double flanged sluice valves as per IS:14846-2000, (PN 10) with SS stem, bolts, nuts, 3 mm thick rubber gaskets including transporting to worksite, Complete as per drawings & directions of the Engineer-in-charge. 80 mm nominal dia

Supply, fixing in position, testing ISI marked cast iron double flanged sluice valves as per IS:14846-2000, (PN 10) with SS stem, bolts, nuts, 3 mm thick rubber gaskets including transporting to worksite, Complete as per drawings & directions of the Engineer-in-charge. 100 mm nominal dia

Constructing brick masonry chamber 600 x 600 x 1050 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, necessary excavation, foundation concrete 1:4:8 (1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design including fixing of CI/SFRC cover and frame in 150 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size) including centering, shuttering, excavation, refilling and disposal of surplus earth as directed complete in all respects. (The cost of cover and frame shall be seperate)

Excavating trenches upto 1.5 meter depth in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg-in-charge. All kinds of soilPipes etc from 80 mm and above but not exceeding 300 mm dia.

Excavating trenches upto 1.5 meter depth in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg-in-charge. All kinds of soilProviding Precast Cement Concrete / SFRC Valve Chamber cover and frame conforming to IS : 12592-2002., The concrete mix should be not less than M 30.L D- 2.5 Rectangular shape 600*450 mm internal dimensions

Supply, laying, jointing, testing and commissioning of ISI marked H.D.P.E. pipes (PE 100) as per IS : 4984, including transportation upto the site, jointing by electro fusion welding for upto 110 mm dia pipe and butt fusion welding for above 110 mm dia pipe, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers, reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. Upto 110 mm dia pipe will be supplied in coils only.110 mm. OD. (PN 8)

Supply, fixing in position, testing ISI marked cast iron double flanged sluice valves as per IS:14846-2000, (PN 10) with SS stem, bolts, nuts, 3 mm thick rubber gaskets including transporting to worksite, Complete as per drawings & directions of the Engineer-in-charge.100 mm nominal dia

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) for thrust blocks at bends and junctions of water lines including necessary excavation, centering, shuttering etc as directed and required at site to complete the work..

Constructing brick masonry chamber 600 x 600 x 1050 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, necessary excavation, foundation concrete 1:4:8 (1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design including fixing of CI/SFRC cover and frame in 150 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size) including centering, shuttering, excavation, refilling and disposal of surplus earth as directed complete in all respects. (The cost of cover and frame shall be seperate)

Excavating trenches of required width for pipes, cable, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.50m including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.All kinds of soil Pipes cables etc. exceeding 80 mm dia. But not exceeding 300mm dia.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 150 mm diameter

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 250 mm diameter

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 300 mm diameter

Constructing brick masonry manhole in cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5

Inside size 120 x 90 cm & 90 cm deep including CI cover with frame (Medium duty) 560mm internal diameter, total wt. of cover & frame to be not less than 208 kg (wt. of cover 108 kg and wt. of frame 100 kg) With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5

Extra for depth for manholes: size 90 X 80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

size 120 X 90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing square mouth S. W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 180 x 150 mm. size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :With Sewer bricks conforming to IS : 4885

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With Sewer bricks conforming IS : 4885

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

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With Sewer bricks conforming IS : 4885

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :With Sewer bricks conforming IS : 4885

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

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With Sewer bricks conforming IS : 4885

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :With Sewer bricks conforming IS : 4885

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

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

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square bar

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. by 1:4:8 (1 cement : 4 coarse sand : 8 graded stone agg. 40 mm nominal size) - for PCC bed of drains

Providing and laying in position cement concrete of specied grade excluding the cost of centering and shuttering (for filling of drain haunches) by 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size)

Brick work with common burnt clay FPS bricks of class designation 7.5 in foundation and plinth by Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm thick cement plaster of mix 1:4 (1 cement : 4 fine sand).

Reinforced cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement.

Reinforcement for RCC work including staightening, cutting, bending, placing in position and binding all complete upto plinth level using Thermo-Mechanically Treated bars

Centering and shuttering including struting, proping etc and removal of form for suspended floors roofs etc for culvert slab

Fire Fighting 1: Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :65 mm dia

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :25 mm dia

Providing and fixing of weather proof 5 mm thick glass door of size 600 mm x 600 mm with center opening for fire hose cabinet with M.S. frame fabricated from 1.6mm thick M.S. sheets and M.S angle 40mmx40mmx6mm. Suitably marked on the outside with the letters "FIRE HOSE" including looking arrangement. All M.S. work to be in Red colour over appropriate primer.The cabinet shall be suitable to accommodate 2 No. 15 mtr long Hose pipe & 1 No. branch pipe nozzle. It shall be mounted on raised Brick platform complete as required.

Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :Single headed Gunmetal

Supply and installation of bourdon type Pressure Gauges of suitable range( 0 to 21 Kg/ cm2) with Ball valves, siphon, Fittings like unions / collars / reducers etc.

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :

Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.30 m

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 65 mm dia.

Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :65 mm dia

Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required.

Providing and fixing water based CO2 type extinguishers consisting of welded M.S. cylindrical body, squeeze lever discharge valve 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket, ISI marked as per IS-15683 : 2006 finished externally with red enamel paint and fixed to wall with brackets complete with internal charges.Capacity 4.5 Kg

ABC (Powder Type) Fire Extinguisher. In HP Mild Steel Cylinders ISI marked TAC approved fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged with ABC powder (Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and confoming to IS:15683 : 2006.Capacity 6 KG

Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.Suitable cement concrete foundation duly plastered and with anti vibration pads.450 lpm at 35 m Head

Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required.

Baba Construction (P) Ltd

kashyapi infrastructure Private limited