GTA/EE/ GED / NIeT-07(1st Call)/e-Tender/2025-26

CIVIL WORKS Land Development Works at Fire Station Building site Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1500 mm

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Rubble Masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. In fine dressed work in building. In ground Floor.

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Boundary Wall and Main Gate at Fire Station Complex Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.

Single brick flat soling picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

Cement concrete with 30mm down graded shingles excluding shuttering

Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes . (ii) NB Variety Stone Metal.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape placing in proper position and binding with16G black annealed wire at every intersection as per drawing and direction.

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground ground floor). 25 mm to 30 mm shuttering without staging in foundation

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground ground floor). 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-In-Charge

125mm thick brick work with 1st class bricks in cement morter (4:1) in ground floor

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. With earth obtained from excavation of foundation

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge

MS or WI ornamental grill of approved design joints continously welded with MS , WI, flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. In ground Floor. Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. With 1:4 cement mortar. 10 mm thick plaster.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. 20mm thk - (1:6)

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. 15mm thk - (1:4)

Neat cement punning 1.5mm thick in wall dado, window sills floors drains etc.using cement @0.152m3/100m2.

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.

Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples, staining bolts and binding wire where necessary.

Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete. 12 mm. dia. 300 mm.

Supplying galvanised staples fitted and fixed complete. 32.5 mm. to 37.5 mm. size

Priming one coat to timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on surface if necessary. On steel or other metal surface . With super high gloss, Two coats (with any shade except white)

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat). Normal Acrylic Emulsion

Paver Block Road Way and pedestrian around Fire Station Building Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes. (ii) River Bazree

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground ground floor)

Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading II

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width onmeach side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width onmeach side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.

80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.

Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises, garden, parks, domestic drive as per IS: 15658- 2006 (over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.)

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge

Building Works Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Depth of excavation for additional depth beyond 1500mm and upto 3000mm but not requiring shoring

Single brick flat soling picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)

Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).

25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface

Cement concrete with 30mm down graded shingles excluding shuttering. 1:3:6 proportion

Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes . (b) river bazree

Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture]. M 25 Grade. NB Variety (Stone Metal)

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm shuttering without staging in foundation

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-In-Charge

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape placing in proper position and binding with16G black annealed wire at every intersection as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m. Tor steel/Mild Steel - SAIL/ TATA/RINL

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm including watering and ramming etc. layer by layer complete.

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) Do by fine sand

Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 25 Grade N.B. Variety (Stone Metal)

Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 25 Grade N.B. Variety (Stone Metal)

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-In-Charge

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-In-Charge

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape placing in proper position and binding with16G black annealed wire at every intersection as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m. Tor steel/Mild Steel SAIL/ TATA/RINL

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape placing in proper position and binding with16G black annealed wire at every intersection as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m. Tor steel/Mild Steel SAIL/ TATA/RINL

Brick work with 1st class brick in cement morter (1:4). In super structure. Ground Floor

Brick work with 1st class brick in cement morter (1:4) In super structure. First Floor

Brick work with 1st class brick in cement morter (1:4) In super structure - Second Floor

125mm thick brick work with 1st class bricks in cement morter (4:1) in ground floor. Ground Floor. Internal Surface - Horizontal

125mm thick brick work with 1st class bricks in cement morter (4:1) in ground floor

Plaster (to wall,floor ,ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and taking out joints or roughening of concrete surface. with (4:1) cement mortar 10 mm Thk. Plaster

Plaster (to wall,floor ,ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and taking out joints or roughening of concrete surface. with (6:1) cement mortar 20 mm Thk. Plaster Ground Floor on External Walls

Plaster (to wall,floor ,ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and taking out joints or roughening of concrete surface. with (6:1) cement morter - 20 mm Thk. Plaster First Floor on External Walls

Plaster (to wall,floor ,ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and taking out joints or roughening of concrete surface. 20 mm Thk. Plaster Second Floor on External Walls

Plaster (to wall,floor ,ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and taking out joints or roughening of concrete surface. 10 mm thk Thk. Plaster

Plaster (to wall,floor ,ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and taking out joints or roughening of concrete surface. 10 mm thk Thk. Plaster First Floor on External RCC surface

Plaster (to wall,floor ,ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and taking out joints or roughening of concrete surface. 10 mm thk Thk. Plaster Second Floor on External RCC surface

Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) Internal Surface

Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) First Floor - External Surface

Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) Second Floor - External Surface

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of EIC. One Coat In Ground Floor

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of EIC. One Coat In First Floor

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of EIC. One Coat In Second Floor

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer. In Ground Floor (Two coat) Premium 100 % Acrylic Emulsion

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer. In Ground Floor (Two coat) Premium 100 % Acrylic Emulsion In First Floor

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer. In Ground Floor (Two coat) Premium 100 % Acrylic Emulsion In Second Floor

Applying interior grade Acrylic Primer of approved quality and brand on plastered or concrete surface old or new surface to receive distemper/ Acrylic emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of the EIC One Coat Water based interior grade Acrylic Primer In Ground Floor

Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) (Two coats)

18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m] In Ground Floor

Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Kota Stone. In Ground Floor

Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m]

18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m] In First Floor

Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m] First Floor

Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).In Ground Floor

Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor). In First Floor

Supplying and laying true to line and level vitrified tiles of approved brand(size not less than 600mmx600mmx10mm thk) in floor, skirting etc. set in 20mm sand cement mortar(1:4) and 2mm thk cement slurry back side of tiles using cement @ 2.91kg/m2 or using polymerised adhesive(6mm thk layer applied directly over finished artificial stone floor/mosiac etc without any backing course) laid after application slurry using 1.75kg of cement per m2 below mortar only, joints grouted with admixture of white cemet and colouring pigment to match with colour of tiles/epoxy groutmaterials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete true to materials, labour and all other incidential charges complete true to manufacturer's specification and direction of Engineer-In-Charge.(White cement, synthetic adhesive and grout materials to be supplied by the contractor) With application slurry @1.75kg/m2, 20mm sand cement morter(1:4) & 2mm thick slurry at back side of tiles, 0.2kg/m2 white cement for joint filling with pigment Light Colour Ground Floor

Supplying and laying true to line and level vitrified tiles of approved brand(size not less than 600mmx600mmx10mm thk) in floor, skirting etc. set in 20mm sand cement mortar(1:4) and 2mm thk cement slurry back side of tiles using cement @ 2.91kg/m2 or using polymerised adhesive(6mm thk layer applied directly over finished artificial stone floor/mosiac etc without any backing course) laid after application slurry using 1.75kg of cement per m2 below mortar only, joints grouted with admixture of white cemet and colouring pigment to match with colour of tiles/epoxy groutmaterials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete true to materials, labour and all other incidential charges complete true to manufacturer's specification and direction of Engineer-In-Charge.(White cement, synthetic adhesive and grout materials to be supplied by the contractor) With application slurry @1.75kg/m2, 20mm sand cement morter(1:4) & 2mm thick slurry at back side of tiles, 0.2kg/m2 white cement for joint filling with pigment In First Floor

Supplying, fitting and fixing Black Stone slab used in Kitchen slab, alcove, wardrobe etc. laid and jointed with necessary adhesive Cement mortar (1:2) including grinding or polishing as per direction of Engineer-in -Charge in Ground Floor. Slab Thickness 20 to 25 mm

Neat cement punning 1.5mm thick in wall dado, window sills floors drains etc.using cement @0.152m3/100m2

Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three ) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)

Wood works in doors and windows frames fine dressed fitted and fixed in position complete as per design (including making plaster groove where directed) Ground floor

Wood works in doors and windows frames fine dressed fitted and fixed in position complete as per design (including making plaster groove where directed) First floor

Wood works in doors and windows frames fine dressed fitted and fixed in position complete as per design (including making plaster groove where directed) Second floor

Supplying, fitting and fixing M.S. clamps for fitting doors & windows frames made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. 40mm x 6mm, 250mm long

Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to make the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings 35mm thick shutters (single leaf) Ground Floor

Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to make the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings 35mm thick shutters (single leaf) First Floor

Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to make the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings 35mm thick shutters (single leaf) Second Floor

Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. 32 mm thick Ground Floor

Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters 32 mm thick First Floor

Oxidised Iron butt hinges of approved quality fitted and fixed with steel screws with ISI mark. 100mm x 58mm x 3.50mm thk

Anodized al D type handle of approved quality manufactured from extruded section confirming to IS specification (IS 230/72) fitted and fixed complete. With continous plate base hexagonal/ round rod. vii) 150mm grip x 12 mm dia rod

Anodised aluminium skeleton bolt of approved quality manufactured from extruded section confirming to IS specification (IS 204/74) fitted and fixed with cadmium plated screws. 450 mm long x 12mm dia bolt

Supplying 'Godrej' Mortice lock chromium plated with keys 6 levers, including fitting and fixing complete.

Door stopper.(Brass)

Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white

Supplying bubble free float glass of approved make and brand confirming to IS: 2835-1987 5mm thick clear glass.

MS or WI ornamental grill of approved design joints continously welded with MS , WI, flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. In Ground Floor

MS or WI ornamental grill of approved design joints continously welded with MS , WI, flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. In First Floor

MS or WI ornamental grill of approved design joints continously welded with MS , WI, flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. In Second Floor

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m Section 100x100x5

M.S. structural works in roof trusses with tubular sections conforming to IS 806-1957 & IS 1161-1958 conencted to one another with bracket gusset cleats as per design, direction of Engineer-in-charge complete including cuting to requisite size fabrication with necessary metal arc welding conforming to IS 816-1956 & IS 9595 using electrodes of apporved make and brand conforming to IS 814-1957 haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, confumables such as the cost of gas and hire charges of all tools and plants and labour required for the works incouding all incidental charges such as electricity charges labour insurance charges etc. for trusses spanning above 20.00 m and up to 30 .00m 100x100x6 - 16.98kg/m

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc. With super high gloss, Two coats (with any shade except white)

Priming one coat to timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on surface if necessary. on timber or plastered surface. with super gloss (hi-gloss) Two coats (with any shade except white)

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on surface if necessary. On steel or other metal surface. With super high gloss, Two coats (with any shade except white)

Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work) In Roof, With 0.50 mm thick sheet

Galvanised iron sheet eaves gutter fitted and fixed with necessary 50mm x 6mm MS flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63mm sheet. (b) 300 mm wide gutter

Wooden eaves board as per design fitted and fixed complete.Ornamental eaves board (Badam/Gamar/Champ/Hallak) (a) 19mm thk

Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. UPVC Pipes. 110mm Dia

Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. UPVC Pipes. 110mm Dia Bend 87.5 degree : (ii) 110mm Dia

Plumbing & Sanitary Works Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. For Exposed Work CPVC Pipes Class-1, SDR-11 40 mm dia.

Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. For Concealed Work CPVC Pipes Class-1, SDR-11 15 mm dia.

Compact Compact Ball Valve with SS Handle For CPVC/ UPVC Fittings. 32mm

Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 Single Socketed 3 Meter Length 75 mm

Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 Single Socketed 3 Meter Length 100 mm

Fittings Door Bend (LH) & (RH) 110 mm

Fittings Door Bend (LH) & (RH) 75 mm

Fittings Double Y 110 mm

Fittings Door Tee 110 mm

Fittings Door Tee 75 mm

Fittings Bend 45º 110 mm

Fittings Bend 45º 75 mm

Fittings Vent Cowl 110 mm

Fittings Pipe Clip 110 mm

Fittings Pipe Clip 75 mm

Supplying fitting and fixing white Vitreous china best quality approved make wash basin with CIbrackets on 75mmx75mm wooden blocks CP waste fittings of 32mm dia ,one approved quality brass P pillar cock of 15 mm dia CP chain with rubber plug with of 30 mm dia , approved quality PVC waste pipe with CP nut 32 mm dia , 900 mm long approved quality PVC conection pipe withHeavy brass CP nut including mending good damages and painting the brackets with two coats of approved paint 630mmsx450mms size

Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets. Sink only - 630 mm X 550 mm X 180 mm

Supplying fitting fixing EWC in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. With 'P' Trap

Closet seat of approved make with lid and CP hinges , rubber buffer and brass screws supplied fitted and fixed complete. EPWC iv) Bestolite (solid type ) white

Supplying fitting and fixing 10 ltrs PVC low down cistern conforming to IS specification with PVC fittings complete,CI brackets including two coats of painting to bracket etc. White

Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete. 470 mm X 280 mm X 340 mm

Supplying, fitting and fixing shower of approved brand and make. Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar).

Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model Tropical / Sumthing Special of ESSCO or similar brand).

Chromium plated shower arm 240 mm long (Equivalent to Code No. 536(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand).

Supplying, fitting and fixing bib cock or stop cock. Chromium plated Bib Cock long body with wall flange with aerator (Equivalent to Code No. 512 & Model - Tropical / Sumthing Special of ESSCO or similar brand)

Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).

Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).

Chromium plated Concealed Stop Cock (Equivalent to Code No. 514(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand).

Supplying, fitting fixing approved brand PVC connector white flexible, with both ends coupling with heavy brass CP nut, 15mm dia.

Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. 1050 mm long

CP Wall Mixture without spout but with provision for connnection to Telephone Shower and exposed pipe for Overhead shower (Equivalent to Code No. 5215 & Model - FLORENTINE of JAQUAR or similar brand).

Supplying, fitting fixing soap holder. PTMT (Prayag or equivalent) b. Fibre Glass

Supplying, fitting and fixing glass shelf with aluminium guard rails. Ordinary type with 5.5 mm sheet glass 600 mm X 125 mm

Supplying, fitting and fixing towel rail with two brackets. C.P. over brass 25 mm dia. and 450 mm long

Supplying, fitting and fixing porcelain toilet paper holder of approved make with wooden spindle as necessary. Roll type size 250 mm X 125 mm

Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm

Supplying, fitting and fixing urinal flush pipe fittings of approved brand. C. P. Flush Pipe

Supplying, fitting & fixing Aluminium domical grating. 100 mm

Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.

Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. For 30 users

Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.

Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer 1500 litre capacity

Labour for hoisting plastic water storage tank. Upto 1500 litre capacity. Extra for each additional story

Labour for punching hole in plastic water storage tank upto 50 mm dia.

Add 18% GST (For Civil Works)

Add 1% Labour Cess (For Civil Works)

ELECTRICAL Internal and External electrification Distn. wiring in 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to light/fan/call bell points with Modular type switch (Brand approved by EIC) fixed on Modular GI switch board with top cover plate flushed in wall incl. mending good damages to original finish a) 2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC b) Average run 6 mtr

b) Average run 8 mtr

c) Average run 12 mtr

Distn. wiring in 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to 240 V 6A 5 pin plug point incl. S&F 240 V 6A 3 pin Modular type plug socket & Modular type switch (Brand approved by EIC) incl. S&F earth continuity wire, fixed on 4 Module GI switch board with 3/4 Module top cover plate flushed in wall incl. mending good damages to original finish a) 2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC On Board

e) Average run 4.5 mtr

e) Average run 7.5 mtr

Wiring in 1.1 KV grade single core stranded 'FR' PVC insulated & unsheathed copper wires (approved make) of the following sizes in suitable size PVC casing-capping (Precision make) incl. necy. PVC clips,fittings etc. c)2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm)

d)2 x 56/0.3 (4 sqmm) + 1 x 22/0.3 (1.5 sqmm)

Cutting channel of 40 mm x 40 mm size on masonry wall incl. S&F heavy gauge polythene pipe dia as stated below, by means of iron hooks and supplying and drawing 18 SWG GI Wire as fish wire incl. mending good damages to building works 19 mm dia 3 mm thick polythene pipe without earth continuity wire

Supply & Fixing 240 V, 20A, plug socket with separate 20 A Piano key type switch (Brand approved by EIC) on sheet metal switch board embedded in wall incl. S & F 150x100x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required

Supplying and fixing polythene pipe complete with fittings as necy. under ceiling/beam, bound with 22 SWG GI binding wire incl. supplying and drawing 1x18 SWG GI Wire as fish wire inside the pipes and fittings and providing 50 mm dia disc of MS sheet (20 SWG) having colour paint at one face fastened at the load point end of the polythene pipe with fish wire (synchronizing with roof/beam casting work of building construction (b)19mm dia 3mm thick Polythene Pipe

Suipply of 15 Ltr 2KW Geyser

Supplying of Havells Endura Linear pro 20 Watt LED tube

Supplying of Havells 80W Parabello Highbay LED Flood Lights

Supplying of Havells Pluto G2 24 Watt 1X1 square LED surface light

Supplying of Havells 100 Watt LED street light (Endura Sundown TG)

Supplying of Havells20 Watt LED Bulb

Supply & Fixing angular batten holder (Anchor) on 75mm dia PVC round block / round bakelite on wall/ceiling

Supplying Only FUSION Ceiling Fan white/brown/ Ivory of 1400mm.(3x1) Havells make.

Supplying & Fixing of Box type fan clamp of 150mm dia & 80mm depth made of 16 SWG CRCA sheet with one end duly sealed dy cover, properly welded, incl. S & F 12mm dia 600mm long MS rod duly bent by heat treatment at the centre position of rod to grip fan bobbin properly, incl. binding the rod and fan box with reinforcement by 22 SWG steel binding wire. Supplying & Covering the box with polythene sheet placed in order to prevent concrete from entering the box.

Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc. incl. S&F connecting wire for down rod upto 30 cm incl. painting the rod with approved paint and making necessary connection as required by (ii) 2x1.5 sqmm flexible copper wire

Supply & Fixing Socket type fan regulator (Step type) (Brand approved by EIC) on existing sheet metal switch board with bakelite/ perspex top cover by screw incl. making necy. connections etc.

Fixing only single/twin fluorescent light fitting complete with all accessories directly on wall/ceiling by screw etc.

Fixing only outdoor / street light type fluorescent light fitting complete with all accessories to be fixed/projected from the wall of the building incl. making holes to building, S&F 40 mm dia GI pipe (ISI-Medium) 1.50 mts. average length, with GI socket at one end and thread at the other end & suitable bend to house the fitting & making necy. connections with S&F necy. length of 1.5 sqmm PVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall and painting

Supplying of Havells Exhaust FanVentil Air DB 300mm

Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of following diameter: 45 cm (18")

Supplying and fixing double door Horizontal TPN MCB Distribution board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment Havells 4 way

Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection Havells, SP 6-32A MCB

Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection Havells FP 40A MCB Isolator

Supplying and fixing 415V, TPN SFU with sheet steel enclosure on flat iron/angle iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating 32A Havells

63A Havells

100A Havells

Supplying and fixing 415V, TPN on load front operated Changeover switch with Sheet Steel enclosure on angle iron frame on wall with nuts bolts etc 125A Havells

Supplying, fabrication and commissioning of L.T. Panel board with 16SWG MS sheet enclosure on MS Flat/ angle complete with fixing of Voltmeter, Ammeter, Main Sitches, Busbar and making connection to equipments (Sub-Panel Board). (a) 4' X 5' = 20sq.ft. @ Rs. 3000.00/sq.ft

Earthing with Copper plate (610x610x3mm size) having weight of 9.84 Kg and 1 No. 25x5mm Copper strip (3.20 mt long) & 1 no. 6 sqmm PVC insulated stranded Copper wire (4 Mt long) incl. S & F 15 mm dia GI pipe (ISI-Medium) protection (4 mt. long) to be fillied with bitumen, partly under the ground level & partly above ground level to an average depth of 3.65 Mts. below the ground level and restoring the surface duly rammed incl. providing 3.0 mt long, 25 mm dia GI pipe (ISI-Medium) for periodic treatment, incl. providing masonery enclosure on the top of the earth electrode of overall size 86.36x86.36x46cm deep (below Ground level) complete with cemented brick work (1:6) of 25 cm width, duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56x35.56cm with locking arrangement, GI reducer and treatment of soil by using salt & charcoal or coke for plate electrode

Extra for treatment of soil by using salt & charcoal or coke for plate electrode.

Connecting the equipments to earth busbar including S&F G.I.wire of size as below on wall/floor with stapples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cables lugs etc. as required and mending good damages. i) No. 6 S.W.G.

Supplying of the following 1.1 kV grade PVC insulated LT power cable aluminium conductor armoured cable as per IS- 7908 (Part 1) 1988. a) 3.5 core 35 sqmm

b) 4 core 16 sqmm

c) 4 core 10 sqmm

d) 2 core 6 sqmm

Fixing of Cable along the length of OH pole incl. S&F MS pole clamps fabricated from 25mm X 6mm MS flat incl. painting.

Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per meter, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and rstoring surface duly rammed

Laying of cable as below after cutting floor/pavement/wall and making holes incl. embedding the cable at an average depth as below and mending good damages to original finish incl. removing the rubbish. i)From 2.5sq.mm to 35sq.mm at an average depth of 75mm in floor/pavement/wall etc.

Supplying and fixing compression type gland complete with brass gland,brass ring & rubber rings for dust & moisture- proof entry of XLPE/PVC armoured cables as below: a) 3.5 core 35 sqmm

b) 4 core 16 sqmm

c) 4 core 10 sqmm

d) 2 core 6 sqmm

Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket, tapes,anticorrosive paste and jointing materials. a) 3.5 core 35 sqmm

b) 4 core 16 sqmm

c) 4 core 10 sqmm

d) 2 core 6 sqmm

Supplying & fixing medium guage GI pipe (ISI-Medium) protection with necessary fittings & jointing metarial as required. b) 50mm dia

Supply & Fixing of PVC drain pipe 1" dia (make approved by EIC)

Supplying Only 9 Mts Long Steel Tubular Pole

Erection of Single Steel Tubular Pole 9 mts Long (L.T.)

Supplying only G.I.Earthspike 1830x16mm

Earthing Complete

Supplying Only 16SWG MS Box (100X100X65mm) 4"x4"x2.5"

Supplying & Fixing sheet metal inspection box (16 SWG) of the following sizes flushed in wall by housing the same after cutting brick wall incl. making earthing attachment, painting and mending good damages to building works

Supply & Fixing Telephone socket (RJ11) Modular type (Brand approved by EIC) on existing GI Modular board having top cover plate and making necessary connections as required

Supplying only Tele Phone Cable Hybrid type Land Line Cable

Hooter 35 DB

Supplying and installation of 40 KVA Dg set with AMF pannel

Supplying and installation of 25 KVA Dg set with AMF pannel

WBSEDCL Formalities(Connection, Security Deposits)

Material Cable (HT AERIAL BUNCHED 11 KV) 3CX95+1CX70SQMM

Pin Insulator 11 Kv

G.I. Pin Insulator 11 Kv

Distribution Transformer 25 KVA 11/0.433 Kv

TPGO Isolator 11 KV 200 Amps

PVC Cable 1.1 KV Grade 4 x 50 Sq. Mm

Steel Tubular Pole 9 mtr Long

MS Flat 65x6mm

G.I. H.T. Stay Set

H.T. Guy Insulator

G.I. Stay Wire 7/3.15 mm

G.I.Earthspike 1830x16mm

G.I. Wire 4mm (8 swg)

Turn Buckle

Erection Charge (H.T.) Survey of HT OH line

Erection of single steel tubular pole 11 m long (LT)

Erection of Anchoring Clamp for HT AB Cable

Erection of Suspension Clamp for HT AB Cable

Staying Complete (HT)

Fixing of TPGO Isolator (on line)

Stringing & Sagging of HT AB Cable 3CX95+1CX70SQ MM

Erection of Sub-Station Erection of Sub-Station with all fittings on Steel Tubular pole of 11 mtr. With Paintings

Fixing of Pin Insulator (11 kV)

Fixing of Disc Insulator (11 kV)

Earthing Complete

Staying Complete (HT)

Fixing of TPGO Isolator (on sub-station)

Erection of Distribution Transformer 11/0.4 Kv, 25 KVA

Fixcing of Main Switch and Kiosk box and complete connection with cable, Double

PHE Construction of catchment chamber at source Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth of excavation not exceeding 1500 mm

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). a) With earth obtained from excavation of foundation.

Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the terstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (1:3:6) proportion

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. OTHER THAN TATA/ SAIL/ RINL

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] b) With 1:4 cement mortar (20 mm thick)

Hand Packed rough dressed stone wall by mason with hard stones from approved quarries including all carriage of materials at site.

Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any (i) (1:3:6) proportion

Construction of RCC desilting tank with provisionof Wash out Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. a) Depth of excavation not exceeding 1500 mm

Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the terstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (1:3:6) proportion

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. OTHER THAN TATA/ SAIL/ RINL

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)

Supplying, fitting and fixing in position of RCC Manhole/ pit cover of approved make with rim of approved make (heavy type) ii) 560 mm dia

Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)

Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).

Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any (i) (1:3:6) proportion

Construction of underground sump (4m x4m x 5m) Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .

Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the terstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (1:3:6) proportion

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. OTHER THAN TATA/ SAIL/ RINL

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).Excluding b) With 1:4 cement mortar (20 mm thick)

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)

Supplying, fitting and fixing in position of RCC Manhole/ pit cover of approved make with rim of approved make (heavy type) ii) 560 mm dia

Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (ii) 65 mm dia medium quality

Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (ii) 65 mm dia medium quality

Switch Room for Pumping Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. a) Depth of excavation not exceeding 1500 mm

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).

Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the terstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (1:3:6) proportion

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.

25 mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 20mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface).

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. OTHER THAN TATA/ SAIL/ RINL

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. OTHER THAN TATA/ SAIL/ RINL

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.(b) In superstructure, ground floor

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface].(i) With 1:6 cement mortar. 20 mm thick plaster

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface].(i) With 1:6 cement mortar. 15 mm thick plaster

MS or WI ornamental grill of approved design joints continously welded with MS , WI, flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs . (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.

Wood works in doors and windows frames fitted and fixed in position including a protective coat of painting at the contact surface of the frame excluding cost of concrete, Iron Butt Hinges and MS clamps.

Priming one coat on timber or plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surface by sand papering etc.

Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any (i) (1:3:6) proportion

Fencing for the work Pumping water supply system Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation exceeding 1500 mm

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (c) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.

Single brick flat soling picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

Cement concrete with 30mm down graded shingles excluding shuttering. (a) 1:3:6 proportion

Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes . (ii) River Bazree

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape placing in proper position and binding with16G black annealed wire at every intersection as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs,beams,columns,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground ground floor) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-In-Charge

Brick work with 1st class brick in cement morter (1:4)

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 20 mm thick plaster

Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand (1.5mm thk)

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of EIC. Two coats i) Water based interior grade Acrylic Primer

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. a) Normal Acrylic Emulsion

MS or WI ornamental grill of approved design joints continously welded with MS , WI, flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs . Grill weighing above 16kg/m2 and above

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary. On steel or other metal surface: Two coats ( with any shade except white)

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. including handling charges of materials for the work complete. For structural members of specified sections weighing not less than 22.5 Kg/m

Labour for fitting line of wire through holes in fencing post (already made in the body of the posts or formed by staples already fixed thereto) and tightening and fixing the wire in taut condition with straining bolts (including the cost of making holes, cost of staples and cost of cutting and lappping joints in wire as necessary but excluding the cost of straining bolts ) : d) Barbed wire

Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples, staining bolts and binding wire where necessary. d) Barbed wire

Construction of RCC tank Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.

Eathwork in filling of foundation trenches or plinth with good earth, in layers not exceeding 150 mm, including watering and ramming etc layer by layer complete. (Payment to be made on the basis of measurement of famous quantity of work). With earth obtained from excavation of foundation.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth. (Area= 3.14*4.8*4.8)

Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size.

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (1:3:6) N.B Variety

Controlled Cement concrete with will gradeit stone chips (20 m graded naminat sus exuding shuttering and reinforcement with complete design of concrete as per is: 456 and movant special publications, submission of jot kemuka after primary mas design after testing of concrete cubes ar per direction of Engineerin charge Consumpron of cament will not be less than 320 Kg of cement with Super plasticaer per cubic meter of controlled concrete but actual consumption will be determined on the bass of preliminary test and job max loumula. In ground floor and foundation. (using concrete mixture) M 30 Grade

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.

(a) Hire and labour charges for shuttering with centering & necessary staging upto 4m. using stout props and thick hard wood planks of approved thickness with required pracing for concrete slabs, beams, columns, lintels, curved or streaight including fitting, fixing and staiking out after completion of works.

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.(inner walls)

Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) ii) 65 mm dia. medium quality

Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iv)65 mm dia

Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any (i) (1:3:6) proportion

Electro-mechanical components (At Intake site) Supply and delivery at site of the following submersible pumping machinery and electrical accessories: Submersible pumping machinery directly coupled with water proof suitable size motor having following specification and as per NIT specification : Pump Discharge of clear water (Q)= 25.5 Mᶟ/Hr. Total Head (H)= 158M. Shaft-stainless steel Impeller- S.S/ GM Outlet Size: 80 mm. Motor submersible type 3 Ph , 50Hz, 415 Volt± 10% 2900 RPM Motor must be suitable for operation with STAR-DELTA starter. Test certificate along with characteristic curve should be submitted at the time of delivery.

1.1 KV grade 10 sq.mm x 3 Core water proof flat submersible cable for above motor

12 core x 1.5 sqmm ar. copper cable for control valve at the delivery line as per requirement.

1.1 kv GRADE 50 sq.mm 3.5 core XLPE insulated Al. Ar. armoured cable conforming to IS 7098 (Part-I) 1988, with upto date amendments

Supply, delivery and storage at site of Wall mounted 2 mm. thick epoxy painted sheet steel enclosed front open fully automatic cum manual control motor control centre for operation of the pump motor in STAR-DELTA mode ranging from 15- 25 HP, actuator with DOL starter, Chlorinator with DOL starter and timer operated outdoor and indoor lighting as per approved drawing and NIT specification as laid in SCOPE OF WORK.

Supply and delivery of the following valves, pipes and gauges etc at site: 80mm dia M.S. seamless column pipe(black) 6.8mm to 7.1 mm thick with 150 mm long heavy type socket at one end. 3.00 m long excluding socket having 8T.P.I. thread.

1.50 m long excluding socket, one end having a thread of 11 T.P.I & the other end having a thread of 8 T.P.I.

Heavy type suitable dia MS suspension clamp along with nuts bolts and washer.

Cast Iron wafer type 80 mm dia Butterfly Valve generally as per BS-5155, having body of cast iron as per 1S:210 gr. FG-260, disc of SS Gr CF-8, Shaft of St.steel AISI-410,‘O’ ring for shaft seal of Nitrile rubber, valves are suitable for PN 1.0 rating.Valves are operated by suitable RotorkK.range (three phase 415 V) multi turn electrical actuator without starter.

80 mm dia CIDF sluice valve-1 no., Non Return Valve-1 no., CIDF 90° bend-2 no., Cl flanged tee-1no. blank flange-1 no., Cl/ MS flanged short piece 0.50 mtr.-2no, Cl/ MS flanged pipe 1 mtr. 2 no., reducer/enlarger , etc as per IS specification and certification for Construction of delivery pipe line and wash out line.

Heavy type 250 mm dia split type tube well cover with 12 mm thick clamping arrangement including holes of column pipe, air pipe and cable entry with 2 sets heavy type suspension clump, nuts, bolts and washer as per departmental design.

Pressure gauge [H.Gur u/ Febi g] 150 mm dia [0-100Kg/Sq.cm] brass cock and fitting complete.

50 mm. dia. non metalic pipes (IS:14930) and specials for protection of submersible cable

100 Amps porcelin based rewirable type male female kit Kat fuse unit.

100 Amp, 415 V TPN Rewireable type TPN Main switch.

Laying of 50 sq. mm. 3.5 core AL. ar. Cable in wall/ floor by supplying of all necessary materials as per IE Rules and as per direction

Installation of the materials (to be supplied under above sl no 1 to 3) such as Pump motor set with column pipes, valves, panel fiting fixing pressure gauge, depth gauge, Non-return valve & drawing delivery out-let & washout line with the supplied specials / accessories including supply of cable gland,sockets etc including brick, sand, cement rod stc as required to complete the job as per direction and up to the entire satisfaction of the EIC.

Making brick pillar 0.25 mtr x 0.25 mtr. for supporting of valves and pipes with 12 mm thick plaster and net cement finish complete

Making suitable size pump foundation with supplying of necessary cement, sand and stone chips including plastering and net cement finish complete

Making double earthing arrangement in compliance with IE rules by G.I. pipe electrode of 5O mm. dia 3 mtr. Long 2 Nos for panel and pumping machinery 25 mm. x 6 mm. G.I. earth strips from earth pit to panel and all other accessories required to complete the work.

Making internal electrification of pump house consisting of two bracket point, one tube light point, two bulk head point, one fan point and 1NO. 74 watt LED fixture with arm bracket at outside and one three pin plug point including supply of all necessary materials to complete the work as per IE rules and as per direction [All the fittings and lamp should be LED type as per choice of EIC)

Supply & delivery of the PVC moulded Chair .

Supply & delivery of thePVC moulded Table .

Supply, delivery & installation of the following Fan as directed by EIC. a) Ceiling Fan 1200mm sweep OR b) Wall mounting Fan 400 mm sweep including Fan clamp as and when required.

Supply, delivery & storage at site of automatically controlled diaphragm type Chlorinator dosing Pump with flow rate 100 LPH and maximum pressure of 10 kg/cm2 with all accessories for pump and motor , foundation bolt , suction and discharge flange and with storage tank of dosing solution of 100 liter capacity and the prime mover to be coupled with pump of 0.5 HP, 3 phase , 1450 RPM ,squirrel cage TEFC induction motor , Motor will be IE3. [ Test & Warranty Certificates are to be submitted at the time of delivery ]

Installation & Commissionig of above supplied chlorinator with all accessories, PVC tank & drawing of power line as per IE Rules by supplying of necessary wire & continuous earthing. This include the cost of all necessary CC foundation (atleast 200 mm. height) with concrete mixture (Sand, Cement, Stone,chips) and neat cement finish by supplying of all required materials and testing the entire set as per direction of the EIC. [Power will be feed from PLC Panel of pumping machinery.]

Supply delivery at site of calcium hypochlorite Ca(OCL)2 Chlorine tablet with minimum 60-65% chlorine contentin air tight plastic jar (25 Kg Each) as per direction of E.I.C. Test certificate, containing toxic element to be submitted at the time of delivery with showing chlorine percentage of the above materials.

100 Amp, 415 V, 4 pole on load changeover switch

100 amp, 415 V TPN Rewireable type Mainswitch

100 Amp 4 way copper busbar chamber box by 16 SWG sheet steel enclosure including porcelain chair etc . With painting complete as per direction of EIC.

1.1 kv GRADE 50 sq.mm 3.5 core XLPE insulated Al. Ar. armoured cable conforming to IS 7098 (Part-I) 1988, with upto date amendments

Making brick built foundation with supplying of all required materials suitable for the above voltage stabilizer by (4:1) cement mortar including holding down foundation bolts and plaster with neat cement finish, sloping all complete as per direction of EIC.

Fitting , fixing of change over switch, Busbar chamber and main switch as mentioned in item no. 16.02 to 16.04 on the iron angle frame of suitable size fixed at suitable position on wall by supplying all necessary fixing materials all complete as per direction of EIC.

Installation of the above voltage stabilizer as in item no. 16.01 on the foundation including making all connection complete as per direction of EIC.

Drawing & connection of cable on wall as in item no. 16.05 & all connection complete with all equipment as per requirement & as per direction of EIC.

Making joints of the cable by Supplying compression type gland thimple socket etc as per requirement & as per direction of E.I.C.

Making double earthing arrangement in compliance with IE rules by G.I. pipe electrode of 5O mm. dia 3 mtr. Long 2 Nos for panel and pumping machinery 25 mm. x 6 mm. G.I. earth strips from earth pit to panel and all other accessories required to complete the work..

Commissioning of the installation with full satisfaction of EiC and trial run as per departmental operation & guarding by engaging skilled staff for 90 days

Add 18% GST (For Electro-mechanical components at Intake site)

Add 1% Labour Cess (For Electro-mechanical components at Intake site)

Electro-mechanical components at Fire Station Submersible pumping machinery directly coupled with water proof suitable size motor having following specification and as per NIT specification : Pump Discharge of clear water (Q)= 8.5 Mᶟ/Hr. Total Head (H)= 70M. Shaft-stainless steel Impeller- S.S/ GM Outlet Size: 80 mm. Motor submersible type 3 Ph , 50Hz, 415 Volt± 10% 2900 RPM Motor must be suitable for operation with DOL starter. Test certificate along with characteristic curve should be submitted at the time of delivery.

1.1 KV grade 4 sq.mm x 3 Core water proof flat submersible cable for above motor

12core x 1.5 sqmm ar. copper cable for control valve at the delivery line as per requirement.

1.1 kv GRADE 25 sq.mm 3.5 core XLPE insulated Al. Ar. armoured cable conforming to IS 7098 (Part-I) 1988, with upto date amendments

Supply, delivery and storage at site of Wall mounted 2 mm. thick epoxy painted sheet steel enclosed front open fully automatic cum manual control motor control centre for operation of the pump motor in DOL mode ranging from 5 - 7.5 HP, actuator with DOL starter, Chlorinator with DOL starter and timer operated outdoor and indoor lighting as per approved drawing and NIT specification as laid in SCOPE OF WORK.

Supply and delivery of the following valves, pipes and gauges etc at site: 80mm dia M.S. seamless column pipe(black) 6.8mm to 7.1 mm thick with 150 mm long heavy type socket at one end. 3.00 m long excluding socket having 8T.P.I. thread.

1.50 m long excluding socket, one end having a thread of 11 T.P.I & the other end having a thread of 8 T.P.I.

Heavy type suitable dia MS suspension clamp along with nuts bolts and washer.

Cast Iron wafer type 80 mm dia Butterfly Valve generally as per BS-5155, having body of cast iron as per 1S:210 gr. FG-260, disc of SS Gr CF-8, Shaft of St.steel AISI-410,‘O’ ring for shaft seal of Nitrile rubber, valves are suitable for PN 1.0 rating.Valves are operated by suitable RotorkK.range (three phase 415 V) multi turn electrical actuator without starter.

80 mm dia CIDF sluice valve-1 no., Non Return Valve-1 no., CIDF 90° bend-2 no., Cl flanged tee-1no. blank flange-1 no., Cl/ MS flanged short piece 0.50 mtr.-2no, Cl/ MS flanged pipe 1 mtr. 2 no. etc as per IS specification and certification for Construction of delivery pipe line and wash out line.

Heavy type 250 mm dia split type tube well cover with 12 mm thick clamping arrangement including holes of column pipe, air pipe and cable entry with 2 sets heavy type suspension clump, nuts, bolts and washer as per departmental design.

Pressure gauge [H.Gur u/ Febi g] 150 mm dia [0-7Kg/Sq.cm] brass cock and fitting complete[This cost includes 15 mm. dia G.I. pipes and specials]

5O mm. dia. non metalic pipes (IS:14930) and specials for protection of submersible cable

100 Amps porcelin based rewirable type male female kit Kat fuse unit.

100 Amp, 415 V TPN Rewireable type TPN Main switch.

Laying of 25 sq. mm. 3.5 core AL. ar. Cable in wall/ floor by supplying of all necessary materials as per IE Rules and as per direction

Installation of the materials (to be supplied under above sl no 1 to 3) such as Pump motor set with column pipes, valves, panel fiting fixing pressure gauge, depth gauge, Non-return valve & drawing delivery out-let & washout line with the supplied specials / accessories including supply of cable gland,sockets etc including brick, sand, cement rod stc as required to complete the job as per direction and up to the entire satisfaction of the EIC.

Making brick pillar 0.25 mtr x 0.25 mtr. for supporting of valves and pipes with 12 mm thick plaster and net cement finish complete

Making suitable size pump foundation with supplying of necessary cement, sand and stone chips including plastering and net cement finish complete

Making double earthing arrangement in compliance with IE rules by G.I. pipe electrode of 5O mm. dia 3 mtr. Long 2 Nos for panel and pumping machinery 25 mm. x 6 mm. G.I. earth strips from earth pit to panel and all other accessories required to complete the work.

Making internal electrification of pump house consisting of two bracket point, one tube light point, two bulk head point, one fan point and 1NO. 74 watt LED fixture with arm bracket at outside and one three pin plug point including supply of all necessary materials to complete the work as per IE rules and as per direction [All the fittings and lamp should be LED type as per choice of EIC)

Supply & delivery of the PVC moulded Chair .

Supply & delivery of thePVC moulded Table .

Supply, delivery & installation of the following Fan as directed by EIC. a) Ceiling Fan 1200mm sweep OR b) Wall mounting Fan 400 mm sweep including Fan clamp as and when required.

Supply, delivery & storage at site of automatically controlled diaphragm type Chlorinator dosing Pump with flow rate 100 LPH and maximum pressure of 10 kg/cm2 with all accessories for pump and motor , foundation bolt , suction and discharge flange and with storage tank of dosing solution of 100 liter capacity and the prime mover to be coupled with pump of 0.5 HP, 3 phase , 1450 RPM ,squirrel cage TEFC induction motor , Motor will be IE3. [ Test & Warranty Certificates are to be submitted at the time of delivery ]

installation & Commissionig of above supplied chlorinator with all accessories, PVC tank & drawing of power line as per IE Rules by supplying of necessary wire & continuous earthing. This include the cost of all necessary CC foundation (atleast 200 mm. height) with concrete mixture (Sand, Cement, Stone,chips) and neat cement finish by supplying of all required materials and testing the entire set as per direction of the EIC. [Power will be feed from PLC Panel of pumping machinery.]

Supply delivery at site of calcium hypochlorite Ca(OCL)2 Chlorine tablet with minimum 60-65% chlorine contentin air tight plastic jar (25 Kg Each) as per direction of E.I.C. Test certificate, containing toxic element to be submitted at the time of delivery with showing chlorine percentage of the above materials.

100 Amp, 415 V, 4 pole on load changeover switch

100 amp, 415 V TPN Rewireable type Mainswitch

100 Amp 4 way copper busbar chamber box by 16 SWG sheet steel enclosure including porcelain chair etc . With painting complete as per direction of EIC.

1.1 kv GRADE 25 sq.mm 3.5 core XLPE insulated Al. Ar. armoured cable conforming to IS 7098 (Part-I) 1988, with upto date amendments

Making brick built foundation with supplying of all required materials suitable for the above voltage stabilizer by (4:1) cement mortar including holding down foundation bolts and plaster with neat cement finish, sloping all complete as per direction of EIC.

Fitting , fixing of change over switch, Busbar chamber and main switch as mentioned in item no. 15.02 to 15.04 on the iron angle frame of suitable size fixed at suitable position on wall by supplying all necessary fixing materials all complete as per direction of EIC.

Installation of the above voltage stabilizer as in item no. 15.01 on the foundation including making all connection complete as per direction of EIC.

Drawing & connection of cable on wall as in item no. 15.05 & all connection complete with all equipment as per requirement & as per direction of EIC.

Making joints of the cable by Supplying compression type gland thimple socket etc as per requirement & as per direction of E.I.C.

Making double earthing arrangement in compliance with IE rules by G.I. pipe electrode of 5O mm. dia 3 mtr. Long 2 Nos for panel and pumping machinery 25 mm. x 6 mm. G.I. earth strips from earth pit to panel and all other accessories required to complete the work..

Commissioning of the installation with full satisfaction of EiC and trial run as per departmental operation & guarding by engaging skilled staff for 90 days

Add 18% GST (For Electro-mechanical components at Fire Station)

Add 1% Labour Cess (For Electro-mechanical components at Fire Station)

Laying of Pipe Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. (A) For exposed work 150 mm dia medium quality

80 mm dia medium quality

50mm dia medium quality

Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). 80 mm dia medium quality

65 mm dia medium quality