Construction of protection wall for back side damaged B/wall, Development of yard and other civil works at 33 KV S/S Mundawar

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

(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-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-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.

(B-100/9.17) 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

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

(B-139/12.1.1) Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :25 mm thick

(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

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

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:

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

"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.

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)

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).

(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-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)

(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

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

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

11.40 Add extra over rates of item No. 11.38, A to C if colored paver blocks are used

(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

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.

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.

(B-13.28) Refebrication work with existing steel work including cutting, welding & refebrication as per requirement with fixing at site complete as per direction of Engineer In charge

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PART- B (Item Rate Basis)

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.

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