Construction of Non Residential Buildings of New Police Station Sardhua in District Chitrakoot

Amount

Excavation in foundation in ordinary soil (loam clay and sand)including lift upto 1.5 meter (5 ft) and lead up 30 meter (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer - in- charge upto a distance of 30m (100ft) from the foundation trenches. (PWD SOR ITEM NO. 251)

Excavation in foundation in ordinary soil (loam clay and sand)including lift from 1.5 meter to 3.0 meter and lead up 30 meter (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer - in- charge upto a distance of 30m (100ft) from the foundation trenches. (PWD SOR ITEM NO. 251)

Excavation in foundation in ordinary soil (loam clay and sand)including lift upto 3.0 meter to 4.5 meter and lead up 30 meter (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer - in- charge upto a distance of 30m (100ft) from the foundation trenches. (PWD SOR ITEM NO. 251)

Filling By carted earth in trenches, plinth, sides of foundation, campus etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50 m. (MORTH-305)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. (PWD SOR ITEM NO. 255)

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.(PWD SOR ITEM NO. 281)

Providing and laying in position ready mixed or site batched design mix M-25 grade 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 WORK UPTO PLINTH LEVEL) (DSR-5.37.1)

Providing and laying in position ready mixed or site batched design mix M-25 grade 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 above Plinth Level Upto Floor V Level) (DSR-5.37.2)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete (DSR-5.9)

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.

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

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls

Centering and shuttering including strutting, propping etc. and removal of form for: Weather shade, Chajjas, corbels etc., including edges

Class-150 brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (PWD SOR ITEM NO. 303)

Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than One brick thick. (1:6 cement & coarse sand) (230mm wall) (PWD SOR ITEM NO. 310)

Brick work in super-structure for second floor including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than One brick thick. (1:6 cement & coarse sand) (230mm wall) (PWD SOR ITEM NO. 310)

Brick work in super-structure for Mumty including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than One brick thick. (1:6 cement & coarse sand) (230mm wall)(PWD SOR ITEM NO. 310)

Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than half brick (112 mm) thick. (1:4 cement & coarse sand) (PWD SOR ITEM NO. 310 (a))

Brick work in super-structure for second floor including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than half brick (112 mm) thick. (1:4 cement & coarse sand) (PWD SOR ITEM NO. 310 (a))

Brick work in super-structure for Mumty including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than half brick (112 mm) thick. (1:4 cement & coarse sand) (PWD SOR ITEM NO. 310 (a))

Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DSR)

Proving & injecting chemical emulsion for preconstructional anti-termite treatment and creating a chemical barrier under & alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall & floor along the external perimeter of building expansion joints surrounding of pipes & coduits etc.complete plinth area of the building at ground floor only shall be measured as per I.S.63/3( part II 1981 ) Aldrine emlsifiable concentrate or any other approved material such as Htrachlore or Chlordance will be used . The rate of application of chemical emulsion shall be as follows: (I) Treatment for masonary & foundation 5litres/ sqm. (II) Back fill in immediate contract with foundation 7.5 litres / sqm. (III) Treatment of top surface of plinth filling 5 litres/sqm . (IV) Treatment of junction of wall and floor 7.5litres/sqm. (V) Treatment of soil along external perimeter of building 7.50 litres/sqm. (VI) Treatment of soil under Apron along external perimeter 5litres/sqm (PWD SOR CHAPTER 7 ADD ITEM)

Mild steel of iron (TMT bars of grade Fe-500D) in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required saved as necessary including bending for proper completion of work and including supply of steel, its wastage and hukes and otherised over lapping shall we measured etc. complet for proper complition of work. (PWD SOR ITEM-504) upto floor two level (upto two storyes) including foundation and plinth

Mild steel of iron (TMT bars of grade Fe-500D) in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required saved as necessary including bending for proper completion of work and including supply of steel, its wastage and hukes and otherised over lapping shall we measured etc. complet for proper complition of work. (PWD SOR ITEM-504) for second floor

Mild steel of iron (TMT bars of grade Fe-500D) in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required saved as necessary including bending for proper completion of work and including supply of steel, its wastage and hukes and otherised over lapping shall we measured etc. complet for proper complition of work. (PWD SOR ITEM-504) for Mumty

Providing and fixing bright /matt finished Stainless Steel Sliding Door Bolt of approved quality & make with necessary screws etc all complete. 250x16 mm.

Providing and fixing bright /matt finished Stainless Steel Tower Bolt of approved quality & make with necessary screws etc all complete. 250x10 mm.

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.. 125 mm.

Mild steel are iron work of small sizes can't section such as holding down bolt, hold fast, tierods, grating etc. (when not included in overall retes) wrougth to required form including supply of steel, bolts, nuts, wastage etc. and their fixing required for proper comption of work (PWD SOR INTEM NO-502)

Supply of M.S. angle iron door, windows ventilation frame made of approved M.S. angle iron wrought to required form including drilling hole, welding and recetting where necessary and also inclduing supply of all material, such as steel hinges of required size, nut & bolts etc. and also inlcuding all taxes, wastage and one coat of red oxide paint complete in all respect as per direction of enginner in charge for proper completion of work at site of work (PWD SOR CHAPTER 10 NEW ITEM 02)

Supply of approved M.S. Z- section windows and ventilators excluding cost of glass panes but inlcuding supply of all materials its fabrication nuts and bolts, hold fast for proper completion of work as per direction of enginner in charge and also including one coat of handle stays red oxide paint complete in the respect site of work (PWD SOR CHAPTER 10 NEW ITEM 01)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (DSR-10.30.1)

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides (DSR-10.29.2)

Providing and fixing ISI marked flush door shutters (Single leave) conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR-9.20.1)

Providing and fixing ISI marked flush door shutters (Double leave) conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR-9.20.1)

Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). (DSR- 9.26)

Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge.(for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. (DSR-10.28)

Supply of M.S grill of a approved quality and drawing made of flat iron not bigger then 20X4 mm size including supply of materials fabrication, labour, T&P and also one coat of red oxide paint complete in all respect as per direction of Engineer-in-charge for proper completion of work at site. (PWD SOR CHAPTER 10 NEW ITEM Sl. No-3)

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. (DSR- 10.5)

Mild Steel or iron work in heavy sizes such as trusses built up gates door frames record racks roof work, gates etc. wrought to required form including drilling holes riveting or welding where necessary and also inlcuding supply of steel, bolts nut washer etc. and their fixing required for proper completion of the work in new item (PWD SOR INTEM No- 503)

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). (DSR-9.23)

Providing and laying brick bat coba 100mm thick laid with M-150 class brick batscoba 7.5 cm thick with gap of of 15 mm to each other over 20 mm thick base of cement mortor 1 : 4 cement and coarse sand mix with water proofing compound spreading cement slurry mix with acrelic cement concrete water proofing compofilled gaps of coba and top of coba mortor mixed with water proofing compound in 1 : 4 cement and coarse sand mortor finished smooth and top mashed false square 30cm X 30cm and side wall parapet shall be monolythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast, cement and coarse sand and masonry coba with top finishing plaster mixing with acrelic water proofing compound @ 2% by weight & including supply of all materials , labours, T&P etc. complete required for proper completion of works. (PWD SOR CHAPTER 11 NEW ITEM-1)

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 @ 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. (DSRD-22.5)

Supply and filling of cinder in sunken proction of building including breaking into required sizes including supply of all metariel, labour, T&P etc. required for proper comletion of work (PWD SOR CHAPTER-11-New Item no 3 )

12mm thik plaster on rough face on brick work minimum 10mm with 1 part of cement and 6 part of coarse sand including all labour, material, T&P etc. required for proper competion of work. (Upto two storyes )

12mm thik plaster on rough face on brick work minimum 10mm with 1 part of cement and 6 part of coarse sand including all labour, material, T&P etc. required for proper competion of work. (Second floor)

12mm thik plaster on rough face on brick work minimum 10mm with 1 part of cement and 6 part of coarse sand including all labour, material, T&P etc. required for proper competion of work. (Mumty)

12mm thik plaster on smooth face on brick work minimum 10mm with 1 part of cement and 6 part of coarse sand including all labour, material, T&P etc. required for proper competion of work. (Upto two storyes )

12mm thik plaster on smooth face on brick work minimum 10mm with 1 part of cement and 6 part of coarse sand including all labour, material, T&P etc. required for proper competion of work. (Second floor)

12mm thik plaster on smooth face on brick work minimum 10mm with 1 part of cement and 6 part of coarse sand including all labour, material, T&P etc. required for proper competion of work. (Mumty)

12 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. In Ceiling in proportion of 1:4 of cement and coarse sand (upto two storey)

12 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. In Ceiling in proportion of 1:4 of cement and coarse sand (Second floor)

12 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. In Ceiling in proportion of 1:4 of cement and coarse sand (Mumty)

Engraving lines in the plaster of the outer face wall vertical and horizontally to display the surfaces as stone facing as directed by the Engineer-in-charge including labour and tools and plants etc, Required for proper completion of the work (PWD SOR ITEM No-598)

Construction of drip course in plastered surface or moulding to R.C.C. projections (DSR-5.30)

Supply and fixing 6 mm thick china white glazed tiles size of approved by engineer-in-charge, in skirting or dado laid with 1:3 cement and approoved course sand mortar finished with white cement slurry jointing and polishing complete including supply of all material and tools and plant etc. required for proper completion of the work. (upto two storey) (PWD SOR ITEM NO- 628)

Supply and fixing 6 mm thick china white glazed tiles size of approved by engineer-in-charge, in skirting or dado laid with 1:3 cement and approoved course sand mortar finished with white cement slurry jointing and polishing complete including supply of all material and tools and plant etc. required for proper completion of the work. (for second floor) (PWD SOR ITEM NO- 628)

Providing and laying Glazed/ Double Charge/ Anti Skid Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). (PWD SOR CHAPTER 14 ADD NEW ITEMS)

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 (upto two storey) (DSR 11.26.1)

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 (Second floor) (DSR 11.26.1)

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (DSR 11.56.1)

Providing and fixing 20 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (l cement : 4 coarse sand), joints heated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Black granite Area of slab over 0.50 sqm (DSR 8.2.2.2)

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. (DSR 16.90)

Painting or varnishing on new work of iron work and wood work in small areas with one coat of rady mixed priming and paint & two coat of approved superior quality ready mixed paint of clear synthetic vernish, including supply of all materials, labour and T&P etc. required for proper completion of work. (PWD SOR INTEM No-641)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) ( of apporved brand) (PWD SOR CHAPTER 15 ITEM 23& CPWD 13.47.1)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (PWD SOR CHAPTER 15 ITEM No 13.8)

One priming coat & two coat oil distemper on new work including supply of material, labour T&P etc. required for proper completion of the work. (PWD SOR ITEM NO. 649)

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. (DSR 417)

Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) (DSR 6.44)

Mild Steel or iron work in heavy sizes such as trusses built up gates doors frames records racks roof work, gates etc. wrought to required form including drilling holes rivetting or welding where necessary and also including supply of steel, bolts nut wastage and hooks and authorised over lapping shall be measured. (PWD SOR ITEM NO 503)

Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick flat (DSR 12.47)

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 (Foundation)

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 (Plinth Beam)

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 (Column) Upto Plinth (PWD SOR ITEM NO. 289)

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 (Column) (above plinth and upto two storye) (PWD SOR ITEM NO. 289)

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 (Column) Mumty (PWD SOR ITEM NO. 289)

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 Lintel up to two storey

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 Lintel Mumty

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 Slab up to two storey

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 Slab Mumty

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 Beam upto two storey

R.C.C. work with cement appoved coarse sand and 2 cm gauge approved stone grit in the proportion of of 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including supply of all materials, labours and tools and plants etc. required for proper completion of the works. Strength of the concrete shall not be less than M-20 Beam Mumty

Supply and fixing of rolling shutters of approved make of 80x1.25 mm (3"x3 1/2" gauge) cold rolled MS: laths inter locked throughout their entire length and joined together at the end locls and mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs etc. complet including all for proper complition of work. (PWD SOR ITEM NO 520)

Providing & fixing 27.5 mm long wire springs grade 2 for rolling shutters (PWD SOR ITEM NO 521)

Providing & fixing top cover for rolling shutters (PWD SOR ITEM NO 522)

4 cm thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2cm (3/4") graded approved stone laid in panels finished with 3mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified over and including 8cm (3") thick base concrete consisting of cement and fine sand of 1.25 fineness modulus and brick ballast 4 cm(1.5") gauge in the propostion of 1:4:8 and removing any overlapping mortar at joints of the panels if any and giving them a uniform finish including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (PWD SOR ITEM 605)

2CM (3/4") thick cement plaster in dado of skirting in 12 consisting of one part of cement and two parts of approved coarse sand laid in panels, finished with 3mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. ((PWD SOR ITEM NO 597)

Providing and fixing glass strips of 4.5 cm (1.75") depth in joints of floor and skirting at the time of laying floor, flush with floor including labour, tools and plants etc. complete. (PWD SOR ITEM NO 631)

Providing and fixing in position 12mm thick bitumen impregnated per cm 567.25 fiber board conforming to IS: 1838, including cost of primer, sealing depth per compound Grade-A in expansion joints. (DSR 5.28)

Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide (DSR 5.29.2.2)

Making expansion joint (vertical) by providing & filling 12 mm thick bitumin bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound & then covering by 200 mm Aluminium fluted strips 3.15mm thick for proper completion of the work. (DSR 5.28 & 5.29.2.2)

Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).(300 mm dia piles) (DSR 20.3.1)

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. all type soil (400 mm dia)

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (200 mm nominal size dia) (DSR 23.3.3)

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (200 mm nominal size dia) (DSR 23.4.3)

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR 23.5)

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. (DSR 23.6)

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (DSR 23.7)

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. (DSR 23.8)

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. (DSR 23.12)

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia (DSR 23.13.3)

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia (DSR 23.15.3)

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 20z20 mm square bar) (DSR 19.15.1)

Providing, laying and fixing PVC pipe confirming to IS make working pressure 6 kg/cm2 including testing labour T&P and all complete. 150 mm diameter

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: wall theekness of chanmber shall not be less than one brick (230 mm) Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : wall theekness of chanmber shall not be less than one brick (230 mm) (DSR 19.27)

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. (DSR 16.1)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. (DSR 16.91.2)

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. (350 mm dia) (DSR 23.1.1.2)

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (150 mm nominal size dia) (DSR 23.3.2)

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (100mm nominal size dia) (DSR 23.4.1)

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 100 mm dia (DSR 23.13.1)

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm dia (DSR 23.14.1)

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 100 mm dia (DSR23.15.1)

Constructing masonry Chamber 90x90x100 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 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 : wall theekness of chanmber shall not be less than one brick (230 mm) (DSR 18.34.1)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore (DSR 18.12.4)

Supply of S.S. wire rope MR

Supply of Cable for Submersible MR

Supply of 3 H.P. Submersible Pump , 32ø Outlet Size in mm , 35 Head, Dischargein LPM :-0-112 . MR

Supply of Panel for Submersible MR

Providing and fixing C.I. tee at the inlet and outlet of septic tank.

Providing & fixing 75mm dia vent pipes. (DSR 17.35.2.1)

Providing & fixing of 75mm dia cast iron terminal guard. (DSR 17.56.2.1)

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. HD . -20- Circular shape 560mm internal diameter (DSR 19.19.2.2)

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. HD. -20- Circular shape 560mm internal diameter (DSR 19.19.1.3)

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. (DSR 19.32.1)

Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 80 mm dia nominal bore (Tubwell to U.G. Tank (DSR 18.12.8)

Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 50mm nominal bore. (DSR 18.12.6)

Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 40mm nominal bore. (Horticulture line) (DSR 18.12.5)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore (DSR 18.17.6)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50mm nominal bore. (DSR 18.17.4)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40mm nominal bore. (DSR 18.17.3)

Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 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 wall theekness of chanmber shall not be less than one brick (230 mm) (DSR 18.33.1)

Providing and laying Non pressure NP 3 class (medium duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 600 mm. dia. RCC Pipes (DSR 19.6.7)

Constructing brick masonry manhole For Sewer Line in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design.:wall theekness of chanmber shall not be less than one brick (230 mm) Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) (DSR 19.7.2.1)

Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR 19.16)

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 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. (DSR 17.1.1)

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid (DSR 17.2.1)

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. (DSR 17.7.1)

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern (DSR 17.5.2)

Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth Granite stone of approved shade (DSR 8.10.2)

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 510x1040 mm bowl depth 250 mm (DSR 17.10.1.1)

Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. (DSR 8.5)

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe i) 32 mm dia (DSR17.28.1.1)

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe ii) 40 mm dia (DSR 17.28.1.2)

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (DSR 17.22A)

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Circular shape 450 mm dia (DSR 17.32.1C)

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm (DSR 17.32.1D)

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (DSR 17.33)

Providing and fixing C.P. brass toilet paper holder : (DSR 17.34.1)

Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 75 mm O.D. (DSR 17.35.2.2)

Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 100 mm O.D. (DSR 17.36)

Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :75 mm O.D. (DSR 17.36.1)

Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 110 mm O.D. (DSR 17.36.2)

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 75 mm (DSR 17.37.2)

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 110 mm (DSR 17.37.1)

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 75 mm size (DSR 17.38.2.2)

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm size (DSR 17.38.1.2)

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion .Shoe (Plain) 75 mm Shoe (DSR 12.42.6.1)

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe (Plain) 110 mm Shoe (DSR 12.42.6.2)

Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989 75 mm size (DSR 17.39.2.2)

Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989 110 mm size (DSR 17.39.1.2)

Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989 75 mm size (DSR 17.40.2.2)

Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989 110 mm size (DSR 17.40.2.2)

Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989 75 mm (DSR 17.56.2.2)

Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989 100 mm (DSR 17.60.1.2)

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : (DSR 17.60.1.2)

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms. (DSR 17.71)

Providing & fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality and colour weighing not less than 88 gms (DSR 17.72)

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (DSR 17.73.2)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 15 mm nominal outer dia pipes (DSR 18.10.1)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 20 mm nominal outer dia pipes (DSR 18.10.2)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 25 mm nominal outer dia pipes (DSR 18.10.3)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal outer dia Pipes (DSR 18.7.2)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal outer dia Pipes (DSR 18.7.3)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal outer dia Pipes (DSR 18.7.4)

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 as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 15 mm nominal outer dia pipes (DSR 18.8.1)

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 as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 20 mm nominal outer dia pipes (DSR 18.8.2)

Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 40 mm dia, nominal bore (DSR 18.12.5)

Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 50 mm dia, nominal bore (DSR 18.12.6)

Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 25mm dia, nominal bore (DSR 18.17.1)

Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 32 mm dia, nominal bore (DSR 18.17.2)

Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 40 mm dia, nominal bore (DSR18.17.3)

Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 50 mm dia, nominal bore (DSR 18.13)

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore (DSR 18.13.1)

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore (DSR 18.13.2)

Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore (DSR 18.21.2.1)

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 150 mm diameter (DSR 18.22.2)

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) 15 mm nominal outer dia pipes (DSR 18.38.1)

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) 20 mm nominal outer dia pipes (DSR 18.38.2)

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) 25 mm nominal outer dia pipes (DSR 18.38.3)

Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 40 mm dia, nominal bore (DSR 18.40.5)

Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 50 mm dia, nominal bore (DSR 18.41)

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore (DSR 18.18.2)

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore (DSR 18.18.3)

Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15mm nominal bore (DSR 18.46.1)

Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 20mm nominal bore (DSR 18.46.2)

Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 25mm nominal bore (DSR 18.46.3)

Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 32mm nominal bore (DSR 18.46.4)

Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 15mm nominal bore (DSR 18.49.1)

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore (DSR 18.51.1)

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 15 mm nominal bore (DSR 15.53.1)

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 : 100 mm O.D. (DSR 19.6.1)

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 O.D. (DSR 19.6.2)

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.4.3.1)

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : wall theekness manhole should not be less then one brick (230 mm) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : (DSR 19.7.1.1)

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : wall theekness manhole should not be less then one brick (230 mm) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame. (DSR 19.7.2.1)

Supplying, filling and campacting of cartred earth from barrow pits in campus including labaur matariel T&P and all taxes etc. required for praper complition of work as per MORTH (305) Specification.

Wiring point for light with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe concealed in th wall with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit with modular type switch and CR/angle/batten holder on complete in all respects. as directed by E/I including matching colour wash. 131[C] + 187[A]

Wiring point for two ways light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit and two numbers two ways modular type switches & ceiling rose/angle/batten holder on 3 mm thick phenolic laminated backelite sheet etc, complete in all respect, as directed, including matching colour wash 132[C] + 187[A]

Wiring point for fan/ fresh air fan with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe concealed in th wall with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit with modular type switch and CR/angle/batten holder on complete in all respects. 133[C] + 187[A]

Wiring point for plug with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe concealed in th wall with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit with modular type switch and CR/angle/batten holder on complete in all respects as directed by E/I including matching colour wash. 134[C] + 187[C]

Wiring point for Call bell with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe concealed in th wall with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit with modular type switch and CR/angle/batten holder on complete in all respects as directed by E/I including matching colour wash. 135[C] + 187[E]

Wiring point for exhaust point with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable in PVC conduit pipe concealed in th wall with 1.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit with modular type switch and CR/angle/batten holder on complete in all respects as directed by E/I including matching colour wash. 133[C] + 187[D]

Add for invertor wiring point for light/fan /plug with 1.50 mm Cu wire. 189 (A)

S/F of 20A/250V power plug fush type modular switch and 5 pin 20A/250V flush type universal modular socket on concealed M.S. Box including supply of all material labour T&P etc. required for proper completion of the work. 1139 [A]

S & F sheet steel enclosure surface/Flush mounting fitted with 20Amp. 2Pin and earth metal clad scraping earth plug and socket and 6Amp to 32 Amp SPMCB complete in all respect. as directed at site by Engineer in charge. 1031 Cat A+ 1002 Cat A

S&F of 63 Amp. 415 V metal clad TPN HRC type switch fuse unit complete with HRC fuse on angle iron bracket complete in all respect. 327 Cat B

S&F of 100 Amp. 415 V metal clad TPN HRC type switch fuse unit complete with HRC fuse on angle iron bracket complete in all respect 328 Cat B

S & F surface/Flush mounting 12 ways SPN distribution board with additional metal door without MCB complete in all respect, as Direct by Engineer in Charge. 1025 (A) Cat A

S & F surface/Flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as Direct by Engineer in Charge. 1024 (A) Cat A

S & F surface/Flush mounting 4 ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. 1026 [A] Cat A

S & F surface/Flush mounting 6 ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. 1027 [A] Cat A

S&F of 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve 1009 Cat A

S&F of 40 Amp. DP MCB (10 KA) C Curve 1010 Cat A

S&F of 63 Amp. 4 Pole MCB (10 KA) C Curve. 1020 [A] Cat A

S&F of 100 Amp. 4 Pole. Isolator 1007 [C] Cat A

S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve 1002 Cat A

Supply and fixing of door chime on polished MDFEG / Teak ply board including making connections etc. complete in all respect. 1102

Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. 2420 system lu,ems, 110 lm/W, PF>0.95, THD<10%, CRI>80, sheet thickness 0.8mm, tube with aluminnium heat with 5 year warrantee. 1413 Cat AAA

Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. 4950-5500 system lumens, high poer LED with lenses, 110 lm/W, PF>0.95, THD<10%, CRI>70, potted driver set (not circuitory with 5 year warrantee. 1421 Cat AAA

Supply and fixing of 1x1 recess / Surface mounting 18 to20 Watt LED Down Lighter hav.ing Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect 1980-2200 system lumens, 110 lm/W, PF>0.95, THD<10%, CRI>80, with 5 year warrantee. 1404 Cat AAA

S/F of M.S. Drum with luvers Making Hole Complete in all respect. 1122 (A)

Supply and fixing danger board fabricated from 10 gauge M.S. Sheet as per I.E. Rules. 1109

Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 1131

Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 1132

Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge. 1133

Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality. 1136

Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of two no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect. 703

Supply and laying of 32 mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect 717

S/L of 300 sq mm size 3-1/2 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 501[s]

S/L of 50 sq mm size 3-1/2 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 501[l]

S/L of 35 sq mm size 3-1/2 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 501[k]

Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable ) but in 20 mm dia heavy duty (2mm thick) PVC conduit concealed in wall, with with 1 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire etc., complete in all respects including matching colour wash etc. complete in all respect .1304 ©

Supply and wiring of submain with two number 6 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable but in 25 mm dia heavy duty (2mm thick) PVC conduit concealed in wall, with with 1 number 4 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire etc. complete in all respects including matching colour wash etc. complete in all respect. 217 (c)

Supply and wiring of submain with two number 10 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable ) but in 25 mm dia heavy duty (2mm thick) PVC conduit concealed in wall, with with 1 number 6 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire etc. complete in all respects including matching colour wash etc. complete in all respect. 218 (c)

Supply and wiring of submain with two number 16 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable ) but in 32 mm dia heavy duty (2mm thick) PVC conduit concealed in wall, with with 1 number 10 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire etc. complete in all respects including matching colour wash etc. complete in all respect. 219(c)

Supply and wiring of submain with 4 number 25 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable ) but in 50 mm dia heavy duty (2mm thick) PVC conduit concealed in wall, with with 1 number 10 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire etc. complete in all respects including matching colour wash etc. complete in all respect. 275 (c)

Supply and fixing of 4 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 228

Supply and fixing of 6 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 504[b]

Supply and fixing of 10 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 504[c]

Supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 504[d]

Supply and fixing of 25 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 504[e]

Supply and fixing of 50 sq mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 504[g]

Supply and fixing of 240 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 504[m]

Supply and fixing of 300 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 504[n]

Supply and fixing hexagonal/RoundG.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm& brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work .1149

Supply of ceilling fans with fan motor A.C Permanent insulation capacitor rating conforming BEE5 star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 ,volts 50HZ, 1-ph AC the fan assemble should consists of down rod blades , shakle canopies etc with double ball bearing system. (i) BEE 5 Star rated - 1200mm sweep .1501 (i)

Supply and fixing of electronic fan regulator ( Modular) 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work .1203[c]

Erection and testing of ceiling fan and regulator etc. excluding supply of down rod, complete in all respect .1115

Erection and testing ofFresh air Fan/ exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc., complete in all respect .1120

Providing laying and fixing of 100 mm dia GI pipe (Medium Pipe) in ground complete in all respects with GI fitting includinng trenching (75 cm deep) and refilling etc as required. P.S No-: 14.13.3 (DSR-18)

S/F of Electric Board for Computer with 4 Nos. Switch Socket of 16A and 5A combination ,Modular type Complete in all respect .AR

Supply and Fixing of Mirror Light L.E.D 10 W batten fitting Havells / Equivelent make.. TS No-67(E/SE-17E/M/21-22) Dt:-17.11.21

S/F of Fresh air fan 300mm size, turbo force comlete in all respect .AR

S/F of L.E.D Bulb 15 W Havells / Equivelent make .AR

S/F of Exhaust fan 300mm size, turbo force comlete in all respect.AR

Providing, installing, connecting, testing and networking logic driven analogue addressale Main Fire Alarm Control complete in all respect. Morley/GST

Supply, installation, testing and commissioning of analogue addressable photo Smoke Detectors based with LED shall be visible from 360 deg, complete as required. (Make:-GST/Morley)

Supply, installation, testing and commissioning of analogue addressable heat detector. (Make:-GST/Morley)

Supply, installation, testing and commissioning of Fault Isolator. (Make:-GST/Morley)Morley/ GST

Supply, installation, testing and commissioning of Monitor Module. (Make:-GST/Morley)

Supply, installation, testing and commissioning of Control Module. (Make:-GST/Morley)

Supply, installation, testing and commissioning of Manual call point with mounting box complete as required. Morley/GST

Supply, installation, testing and commissioning of Electronic hooter 6 watt output TAC approved with a ranqe of 25-30 Mtr. Morley/GST

Supplyig and laying of 2 x 1.5 sq.mm copper conductor armoured cable complete in all respects .RMT

Charges for programming adressale fire alarm devices like-detectors, MCP, Hooters, Panel & module complete job as required .Job

Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) 725 (D)

Supply and fixing of horizontal air termination (roof conductor) of 25mm x 3mm G.I. strip, G.I. clamps on surface complete in all respects as approved by Engineer-in-charge .710

Supply and fixing of vertical down conductor of 32mm x 6mm G.I. strip etc. on approved clamps on surface for lightning conductor complete in all respects (for two storeyed Buildings). 713 (A)

Supply and fixing of testing joint of G.I. strip 32mm x 6mm and 150mm long with G.I. bolts and nut etc. complete in all respect .719

Supply and fixing of vertical air termination final rod comprising of 300mm long x 25mm dia. Copper rod with one pointed prong and 100mm dia x 3 mm thick base plate etc. complete in all respect .712 (A)

S/F of GI pipe B class 50mm size "B" class for road crossing and pole complete in all respects .DSR 14.13-1