Renovation of C/R bldg. and B/wall, Yard development, protection work for water ponding and other misc. civil work at 33 KV S/S Mohammad Talwad

PART-A

(B-162/14.55) Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead.

(B-139/12.3.2) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: 20mm thick.

(B-139/12.3.3) 12 mm thick

(B-139/12.3.1) 25 mm thick

(B-144/12.37.3) Removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandla/loi and all scaffolding (for colour changing only)

(B-144/12.37.1) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping andpriming coat with cement primer.

(B-145/12.42) 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 ).

(B-142/12.22.1) 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)

(B-145/12.41.1) Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: (A) New work (Two or more coats applied @ 3.84 kg/10 sqm)

(B-132/11.18.2) 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

(B-132/11.19.1) 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 upto 2001 sqmm

(B-101/9.19.3) Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Windows side hung /Ventilators top or centre hung (openable)

(B-102/9.26) Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance.

(B-102/9.27) Providing and fixing Square bars or other flat welded to window, ventilatiors etc.

(B-150/13.4.1) Renewing glass panes,with putty and nails wherever necessary Float glass panes of thickness 4 mm

(B-98/9.5) 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.

9.17/B-9 P/F MS sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitable diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra i/c all fittings, as per direction of E/I but excluding cost of chowkhats i/c two coats of anti corrosive red oxide primer paint MS sheet 20 S.W.G

(B) Extra for double leaf shutters. (9.17.1)

(B-93/8.13.2.1) 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' : 30 mm thick .Commercial Veneer both side

(B-93/8.14) Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13.

(B-146/12.45.1) Applying priming coat : With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood.

(B-146/12.46.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (A) Two or more coats on new work

(B-146/12.46.2) (B) One or more coats on old work.

(B-152/13.24) Labour charges for repair to door / window with out using any material such as applying randha ( finishing ) tightening of bolts & screw etc

"13.29/B-153" Repair to damaged RCC slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :- i) Choping losse and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried. .ii) Applying Epoxy primer on the exposed steel bars. iii) Applying Epoxy hardener and resin mix (as per manufectured's specification) on concrete and steel bars with brush. iv) Speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day. v) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete. (vi) Cure the plastered surface for 15 days, All work including scaffolding etc. complete in all respect.

(B- /13.12) Repair to stone masonary in cement sand mortar 1:6 with old and new stone.

(B-/9.39) P & F of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80X25 mm X 1.25mm thick with 1.00mm MS sheet to spot welded including holdfasts of 15X3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts & twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate & spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer in charge.

(B-156/14.2.1) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix.

(B-107/10.17.1) Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

(B-109/10.22) Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

(B-140/12.7) Finishing with neat cement (punning).

9.8 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 (A) Extra if square,rectangular hollow tubelar sections are used or grill made by flats only

9.2 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:

9.3.1 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes.

17.1 Supply and installation of Multi Rib Proofing/cladding Sheet Manufacture out of 0.50mm TCT (Total Coated Thickness) high tensile Zinc aluminum alloy coated galvalume steel (as per 150gsm zinc aluminum coated 550Mpa tuekd strength) confirming to IS: 1397/astm A-792 sheet to have wide pens 30mm high NB at 250 centre and centre width of 1020mm sheets be casted with regular modified polyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate made to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. The sheet shall be supplied in cost one length and for a minimum up to 12mts with all scaffolding.

(B-131/11.17.4) Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) Ordinary cement without any pigment.

(B-65/5.2.2) 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)

5.3.1 Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey Upto 45 cm length and all sides are free

1.8 E/W in excavation by mechanical means (hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5m in which or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 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.

(B-54/3.1.6) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

(B) "M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)." (3.1.2)

RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand) (6.1.6)

(B-56/3.8) Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :

(B-103/9.36.1) Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron rovided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm

(B-62/4.13.2) 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).

(B-59/4.1) 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

(B-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.

(B-54/3.1.1) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

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

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

(B-65/5.1.2) Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)

11.38.3(A) Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc. Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004

(B-17.21) Kerb Stones of 1200x300x150, 1000x450x150, 1000x600x150, 600x300x150 size (M-30) Providing and Laying cement concrete Kerb Stones of different sizes in M-30 grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of multiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) in position to the required line, level and curvature jointed with cement mortar 1:3 (1 Cement : 3 Coarse sand) including making of joints, drainage opening wherever required.

(R-38/10.4.A.(i)) Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs (i) Providing and erecting direction and place identification retro- \reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801

B-1.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

(S-217/1.2.2) 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.

(S-221/1.36.3) 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 550 mm x 400 mm

(S-224/1.47.8) P & F Towel Rail or Ring of approved quality/make: C.P. Brass Towel Ring revolving type

(S-225/1.52.1) P & F Soap Dish or Tray of approved quality / make C.P. brass

(S-233/2.12.1) 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)

(S-232/2.7.3) P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore.

(S-218/1.20.3) P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) 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 and superior internal fittings as per IS : 7231 .

(S-233/2.13.7) P & F 15 mm. Dia Connection Pipe of approved quality/make : CP Brass Pipe with CP Brass nuts upto length 450mm.

(S-236/2.26.3) P & F PVC Storage Tank ISI Marked (IS : 12701) 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 approved design: 500 litres capacity.

(S-232/2.11.2) P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : Brass wt. Not less than 400 gm, 20mm.

(S-247/3.16.3) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia

(S-248/3.17.9.(ii)) P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Bend 87.5-110 mm dia

(S-249/3.17.12(ii)) Vent Cowel 110 mm dia

(S-248/3.17.3(ii)) Plain Tee 110 mm dia

(S-249/3.17.15(ii)) Pipe Clip 110 mm dia

(S-255/3.38.1) Construction of Cement Concrete Chamber 125mm dia.C.P. Brass grating

(S-250/3.19.1) 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

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. (3.24.1)

(S-/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

(S-244/3.3.1) Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe. (Excluding cost of pipe) 100mm dia S.W. pipe

(S-233/2.15.1) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make: Gun metal 15 mm nominal bore

(S-233/2.15.3) Gun metal 25 mm nominal bore

(S-240/2.38.2) 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

(S-240/2.38.4) (B) 32mm nominal size

(S-240/2.39.2) 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, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). (A) 20 mm nominal size

(S-240/2.39.4) (B) 32 mm nominal size

(B-86/7.12) 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).

(B-86/7.13) 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).

Item Rate BoQ

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Disposal of Rubbish unwanted material dismantelled material away from site at appropriate place including all lead and lift, loading and unloading, transportation, labour etc. 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 & hand ramming of quarry rubbish in layer not exceeding 15 cm including all lead and lift transportation, loading, unloading with watering and hand ranning with labour, T&P, machinary water etc. complete in all respect finishing in line, level & camber as per directon of Engineer incharge.

Supply and spreading of graded crusher broken hard stone aggregate free from organic matter including stacking spreading in yard / trenches as per the standard specifications of size 40mm-63mm including all lead and lift transportation, labour, loading unloading T&P required for gravelling work as per direction of engineer in charges including dressing & leveling.

Removing and refixing of boundary wall gate at same/different location of same boundary wall including cost of pins, welding , transportation,etc. complete for all lead and lift As per direction of Engineer in charge.

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