Construction of control room building, Boundary wall and general civil works at 33 KV S/S Ramnagariya-III, Jaipur.

PART-A (Bldg.)

1.8 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

3.1.6 & 3.1.2 Providing & Laying in position cement concrete i/c curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level.: (A) 1:4:8 (1 cement:4 course sand: 8 graded stone aggregate 40 mm nominal size).

M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

6.1.6/B-6 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 (1- Cement: 6- Sand).

4.1 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix

4.2 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix

4.3 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix

4.5 Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.

4.9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

4.10.1 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : (A) Walls (any thickness) including attached pilasters, buttresses plinth and string course.

(B) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. (4.10.2)

(C) Columns, pillars, posts and struts etc. (4.10.3)

4.13.2 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139).

5.2.2/B-5 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : cement mortar 1:6 (1- cement: 6- coarse sand).

5.8.3/B-5 Half brick masonry in super structure, above plinth level upto 5th level using bricks of designation 75 in Cement mortar 1: 6 (1- Cement: 6- Coarse sand).

6.17.3/B-6 Supply and fixing in walls machine cut and polished stone shelves, tands and sills in CM 1: 3 with machine cut edges. Kota stone minimum 30mm thick.

6.18.1/B-6 Supply & fixing stone lintel/bed plates of approved quarry rough dressed in cement mortar 1:4 upto 15 cm thick.

12.3.2/B-12 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: (A) 20mm thick

(B) 12mm thick (12.3.3)

12.5/B-12 6mm thick cement plaster to celling of mix 1:3 (1 cement : 3 fine sand)

9.5/B-9 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

8.13.2.1/B-8 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure ‘A’ 30mm thick. Commercial veneer both side.

9.17/B-9 Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint

11.26/B-11 Random rubble dry stone kharanja under floor .

7.12/B-07 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).

7.13/B-07 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4)

11.18.2/B-11 Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm

11.19.2/B-11 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete for area of each slab from 2001 to 5000 sqcm

11.3.1 /B-11 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. (A) 40mm thick with 20mm thick nominal size aggregate.

10.17.1 / B-10 Grading roof for water proofing teatment with water proofing compound Cement concrete 1:2:4 ( 1 Cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size )

10.22/B-10 Providing Gola 75mmX75mm in cement conc. 1:2: 4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) i/c finishing with cement mortar 1:3 (1 cement : 3 fine sand as per standard design.

3.8/B-3 P/F precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specifications:

12.22.1 Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. (A) New plastered surface (three or more coats)

12.37.1 /B-12 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: (A) New work (two or more coats) over and i/c scrapping and priming coat with cement primer.

12.42/B-12 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ).

12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: (A) Two or more coats on new work.

9.2/B-9 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:

9.8/B-9 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide

9.8.1/B-9 Extra if square,rectangular hollow tubular sections are used or grill made by flats only

16.1.1.2 /B-16 Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling to be paid for separately). (a) For fixed Portion . Powder coating aluminum ( minimum thickness of powder coating 50 micron)

(b) For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). Powder coating aluminum ( minimum thickness of powder coating 50 micron) 16.1.2.2

16.5.2/B-16 Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item.) with float glass panes of 5.0mm thickness(weight not less than 13.50 kg/sqm)

16.10.1/B-16 Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. Anodised aluminum (anodised transparent 81 dyed to required shade according to IS:1868. (min. anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer)

16.8/B-16 Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

16.6.1/B-16 P&F double action hydraulic floor spring of approved brand and manufacture to aluminium door shutter confirming to IS : 6315 including cost of cutting floors and cover plate with brass pivot and single piece M.S. With stainless steel cover plate.

9.39 Providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80x25 mmx 1.25 mm thick with 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate and spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer In Charge

9.7 Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.

9.7.1 Extra for providing D type pipe head as top of hand railing

6.3(iii-a) / R Interlocking Concrete block Pavement With M- 30 Grade 0.30Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks ( measurements Shall be made inner to inner side of edge blocks ) Providing & laying of interlocking M 30 grade concrete Block pavements having thickness 80 mm as per drawings and as per IS 15658:2006 and all materials shall conform to MoRTH specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks Category 'A' dentated units to key into each other on all four faces Zigzag shape as per IRC SP 63-2004

9.37/B-9 Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra)

16.47.3/R P & F of Reinforced ferro cement Drain cover designed for ''AA'' loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150mm anticorrosive bitumen painted M.S. Plate Rim and on MS lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain opening size 701 to 1200 mm standard drain cover size 1500mm x 600mm x 125 mm

16.48.1/R S & F of Reinforced ferro cement Drain cover (light duty) designed for side drain for class ''B'' road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anti-corrosive bitumen painted M.S. Plate Rim and on MS lifting hooks admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect for drain opening size 300 to 450 mm standard drain cover size 600mm x 1200 mm x 50 mm

2.1.2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. Nominal bore 200 mm dia.

2.3.1 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.: 150mm dia nominal bore

2.3.4 Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.

2.24.1 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 32 mm dia

2.22 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set.

4.8.4/S-4 S & F tube well cover of M.S. sheet (6 mm th ) with nuts and bolts complete for casing size 200 mm dia

21.6.2.1 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .150 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.3.0 HP, 3-Ø, (54 -95)Mtr, (250-50) LPM

2.19.3/PHED Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 10.0 Sq.mm

2.11.2/PHED Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes.200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)

2.12.3/PHED Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985: 200 mm dia nominal bore of 5.4mm thickness

1.2.2/S-1 P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: size 580x440mm.

1.36.3/S-1 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :size 550x400 mm

1.14.3/S-1 P & F Ist quality WVC urinal (IS : 2556 mark) with 25 mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc: complete Mini stall size 455x385x350mm.

1.20.2/S-1 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231 .

2.2.1 /S-2 P & F G.I. pipe (External work) with G.I. Fittings excluding union (IS: 1239 Mark) including trenching & refilling earth etc (A) 15mm dia nominal bore 'B' class

(B) 25mm dia nominal bore 'B' class (2.2.3)

2.3.1/S-2 Making connection of G.I. distribution branch with G.I. main including all fittings.upto 25mm dia.

2.7.3 /S-2 P & F Bib cock (IS: 8931 Mark), Superior quality of approved make: (A) C.P. brass bib cock 15mm nominal bore.

(B) C.P. Brass Long body, 15mm nominal bore weight not less than 690 gm (2.7.4)

2.11.2/S-2 P & F Ball Cock (IS: 1703 Mark) with Rod & P.V.C. Ball complete: Brass wt. not less than 400gm 20mm

2.12.1/S-2 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. inlet connection 15mm Brass(Is: 8931 marked)

2.13.2/S-2 P & F 15mm Dia Connection Pipe of approved quality/make PVC pipe with C.P. brass nuts upto length, 370mm

2.15.1 /S-2 P & F Full - way Valve (IS: 778 Mark) or wheel valve of approved make: (A) Gun metal 15 mm nominal bore

(B) Gun metal 25 mm nominal bore (2.15.3)

2.26.3/S-2 P & F PVC Storage Tank ( IS: 12701 marked indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 CM long wash out pipe with plug & socket, including making connection etc., complete of approvrd design: 500 ltr capacity

1.43.1/S P& F waste Pipe with all fitting P.V.C with C.P nut 32 mm

2.32.1 Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : (A)15mm dia nominal bore

(B) 25mm dia nominal bore (2.32.3)

3.16.2 /S-3 P & F rigid PVC pipe ( IS: 4985 make) class II/(4 Kg./Cm2). Approved quality /make including jointing the pipe with solvent cement rubber ring and lubricant. (A) 75 mm dia

(B) 110mm dia. (3.16.3)

3.17.9/S-3 P & F rigid PVC pipe fitting ( IS: 4985 mark) of approved quality /make including jointing the pipe with solvent cement rubber ring and lubricant. (A) Bend 87.5 75mm dia

(B) Bend 87.5 110mm dia (3.17.9)(ii)

(C ) Vent Cowel 110mm (3.17.12)(ii)

(E) Door tee 75mm Dia (3.17.4)(i)

(F) Door tee 110mm Dia (3.17.4)(ii)

(G) Door Bend (top side ) 75mm Dia (3.17.10)(i)

(H) Door Bend (top side ) 110mm Dia (3.17.10)(ii)

3.19.1/s-3 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth up to 0.5 M

3.24.1 Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth work etc . complete including disposal of surplus earth within a lead of 50 mtr . Inner dia 90 Cm & 10 to 12 Mtr deep.

4.25.1 Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness Diameter 900 mm

3.27.1/S-3 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect.

3.39.4/S-3 Construction of Cement Concrete Chamber 125mm dia on depressed floor upto 45cm height from floor with : Stainless Steel Sheet Grating

2.38.2&2.38.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) (A) 20mm nominal Size

(B) 25mm nominal Size

E 1.1.1 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR (A) Short point (up to 3 mtr.)

(B) Medium point (up to 6mtr). (E1.1.2)

(C) Long point (up to 10mtr).(E1.1.3)

E 1.3.1 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988)accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10 A modular switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR on board.

1.4.2 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 25mm

E 4.1.7 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR (A) 2 X 2.5 sqmm.+ 1x1.5 sqmm.

(B) 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. (E 4.1.14)

7.36 Providing and fixing of power plug point with non modular accessories as per PWD specification for electrical Works with Galvanized box of 1.2 mm thick with earth terminal with suitable size phenolic laminated sheet (IS : 2036 - 1995) cover including cost of 16 amp. Switch (IS :3854) and 3/6 pin 16 amp. socket outlet making connection , testing , etc. as required. . For specification of Wiring accessories refer Chapter E - 07 related item & For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

6.1.1.2 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 6A to 32 A rating.single pole mcb

6.2.3.2 Providing & Fixing of 240/415 V isolator ISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage, true contact indication, Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting, minimum phase termination capacity of 35sq.mm. IP 20 contact protection and fitted in existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Four pole Isolator 63 A rating

6.10.3.3 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Metal door (Three phase) IK-09 and IP-43 with Metal end box 8 Way

15.10 P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

7.12 Providing & Fixing of ISI marked (IS:371) 6 amp surface type 3 pin ceiling rose with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screws including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

7.13 Providing & Fixing of ISI marked (IS:1258) batten/angle lamp holder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screws including making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

15.7.3 Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 )

7.21 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

15.12.1 Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 300 mm sweep(900/1400 RPM)

17.1.1 Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminium housing with in built driver , System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 1170mm(+/-10%) LED batten with min. lumen output 2200 lm

14.2 Plate Earthing as per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

14.6.8 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 8 SWG G.I. ( Hot Dipped ) Wire

14.7.2 Supply & Laying following size' B ' class , G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc. for laying earth conductor/ strip / cable in ground/ surface/ recess as required. All as per pre approved by Engineer in charge. (Earth Excavation will be Paid Extra)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annex ure "A" attached with this BSR . 20mm dia

18.12.6 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . LED Street Light fixture with Minimum lumen output 11225 lm

18.18.3 Providing & Fixing of Street light bracket made out from following size of ' B ' class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 32 mm Dia.

11.2.1.1 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 4.0 Sq. mm X 2 core (11.2.1.1)

6.00 sqmm x 4core armoured (11.2.2.3)

24.67.2 Supply & Fixing of Dry Powder Agent (as per IS 4308:2019), ABC type Fire Extinguisher (Stored Pressure type) conforming to IS:15683:2018 , Powder coated Internal & External Surface Deep drawn cylinder body of Mild Steel CR2 grade conforming to IS: 513, Squeeze grip Forged brass release valve with Inbuilt safety release device, Diaphragm Type, 0 to 28 bar range pressure gauge, 450 mm long EPDM discharge tube, QR code for Product Traceability including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificate from OEM / External NABL Accrediated Lab is to be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 4 Kg

17.35 Providing and Fixing Chiken wire mesh at the joint of masonry members/ R.C.C. Members with Nails complete in all respect

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PART- B (Item Rate Basis)

Disposal of rubbish un-wanted material dismanted material, away from site at appropirate place including all lead and lift, loading unloading, transportation labour etc. As per direction of Engineer in charges.

Supply of steel office table having top of 19mm thick laminated particle board of size 5'x2' having frame size 25x25mm square hollow pipe MS Pipe thickness 1.6mm frame size 4'10"x 1'10" x 2'6" (750mm hieght) duly welded, grinding and fine finished, fitted with two no MS box each having three drawers, openable opposite side with locking arangement and handle as per fitting arrangement dully coated with steel primer (two or more coats) and painted with powder coated paint

Supply of chair having frame of 19mm round pipe of (16 gauge) and having seat and back of 18 gauge perforated steel sheet of 16"x16" and 16"x8" (semicircular) respectively and dully painting with powder coating paint . (Size of chair LxBxH= 20"x18"x33")

Providing & fixing Four No. 10 ltr capacity steel bucket and filling of bucket by sand and appropriate size of steel stand for fixing the steel bucket. The stand made by 65x65x 6mm M.S. angles with two or more coats enamale paint including primer coat of all buckets and stand including all material labour T&P and other required accessories. The size & shape of buckets & stand ( Length of 2Nos. vertical poas 1.50Mtr. length each, 2No. horizontal member length 0.90 mtr each and hold fast 2 No. 0.15 mtr each including E/W & dully grouted in CC 1:2:4 ( 2 x 30x30x45 CM ) as per direction of Engineer in charge including painting with primer and postman red colour and letter writting ''FIRE"

P&L Cheqquered plate cover 8mm thick on cable trenches constructed in C/R including cutting fabricating of plates complete by necessary lifting arrangements with 'U' shape hooks of 15cm long (8mm sqm bars) by welding 2 Nos 25 x 3 mm) including priming coat of approved steel primer complete as per direction of Engineer in charges.

E/W in filling of excavated earth except black cotton soil with watering & compaction of spreaded earth in 15-30cm layers levelled & neatly dressed as per requirement of site & direction of E/I, work includes cost of earth with taxes, loading, unloading, transportation, labour, water & T&P etc. complete with all lead & lift.

Supply, Stacking, Spreading of graded crusher brocken hard stone aggregate free from organic matter including stacking & spreading in yard / trenches as per the standard specification of size 40mm to 63mm incl. all lead & lift, transportation, labour, loading, unloading & require for graveling work as per direction of Engineer in charge incl. dressing & levelling.

Supply and spreading of crusher dust free of organic matter including stacking spreading and laying in yard as per standard specification including all lead and lift, Transportation, labour, loading unloading, T&P required for spreading of crusher dust work as per direction of Engineer in Charge including dressing ground upto 15cm depth.

Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imli or other specified) including the following activities :- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr. 3. Supply of dry manure (Farm yard manure organic). 4. Supply of Insecticides. 5. Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Maintenance of plant to be done by the contractor upto S.D. period. If the plant dies during maintenance, contarctor has to replace same height plant at his own cost.

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