CONSTRUCTION OF BOUNDARY WALL & GUARD ROOM FOR Bihar Co-operative University Cum Research Institute At Gaya

Building Construction Department

PROJECT : PROPOSED CONSTRUCTION OF BOUNDARY WALL & GUARD ROOM FOR Bihar Co-operative university cum research Institute at Gaya JI

Estimate of Cost Rs:-

(Item Covered under BCD SOR - 2022,effective from 01.01.2022 )

Building Construction Department

PROJECT : BOQ FOR CONSTRUCTION OF BOUNDARY WALL & GUARD ROOM FOR Bihar Co-operative University Cum Research Institute At Gaya

Summary of Cost

Sl. No. Particulars Estimated Amount (Rs.)

1 Cost for Boundary Wall Rs. :

2 Cost for Guard Room Rs. :

3 Cost for Internal Water Supply, Sanitary Works, Sewerage & Drainage System Rs. :

Sub Total ( 1 to 3) Rs. :

Contigency 100000

BCD,GAYA JI BCD,GAYA JI BCD,GAYA JI

Building Construction Department

PROJECT : BOQ FOR CONSTRUCTION OF BOUNDARY WALL & GUARD ROOM FOR Bihar Co-operative University Cum Research Institute At Gaya

Internal Boundary Wall & Gate - 1 Nos.

Estimate of Cost

Items Covered Under BCD SOR -2022, effective from 01.01.2022

Sl. Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

1 2.8.1 Earth work in excavation 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil cum 444.45 360.7

0.9 Earth work in excavation 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil cum 0 360.7

2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. sqm 283.3

0.9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

4.1.3 1:2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 3998.1

Reinforced Cement Concrete Works

0.0 Centring and shuttering including strutting, propping etc. and removal of form for:

(i) 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 211.6

(ii) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7

(iii) 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 494.4

5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

(i) 5.22.7A TMT-500- 8mm dia . kg 94.5

(ii) 5.22.7B TMT-500-10 mm dia. kg 92.6

(iii) 5.22.7C TMT-500-12 mm dia. kg 90.8

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

(i) 5.33.1 All work upto plinth level

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum cum 5063.4

(ii) 5.33.2 All work above Plinth level upto floor V Level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum cum 5863.2

6.1C Brick work with bricks with fly ash bricks as per IS 12894(2002) & 3495 in foundation and plinth in :

6.1.14C cement mortar 1:6 (1 cement : 6 coarse sand) cum 4923

6.3C Extra for Brick work in superstructure above plinth level upto floor V level cum 842.2

0.9 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high loss finish etc. complete at all levels.

Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm sqm 4401.2

9.48 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.

9.48.1 fixed to steel windows by welding kg. 144.5

Plaster & Finishing Works

13.11 12 mm cement plaster of mix

13.11.4 1:6 (1 cement : 6 coarse sand) sqm 141.5

13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.2 1:4 (1 cement : 4 coarse sand) sqm 176.4

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade

13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 137

13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 84.5

0.999 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. mtr 47.1

0.999 fillimg available excaveted earth cum 123.9

Carriage of Materials

(i) 0.9 Bricks (lead - 1 km kutcha + 7 km pucca) Per 1000 Nos. 1140.59

(ii) 0.9 Coarse Sand (Lead - km) cum 1903.2

(iii) 0.0 Stone Chips (Lead - km ) cum 3970.85

(iv) 0.0 Local sand ( Lead - 1 km kutcha + 2 km pucca) cum 310.47

Extra Cost of Materials

(i) Bricks Per 1000 Nos. 270.58

(ii) Cement Bags 13.14

Building Construction Department

PROJECT : BOQ FOR CONSTRUCTION OF BOUNDARY WALL & GUARD ROOM FOR Bihar Co-operative University Cum Research Institute At Gaya

Estimate of Cost Guard Room Civil Works

Items Covered Under BCD SOR -2022, effective from 01.07.2022

Sl. Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

1 2.8 Earth work in excavation 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil cum 360.7

2.27 Extra for every additional lift of 1.5m or part thereof in:

2.27.1 All kinds of soil cum 49.4

2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead cum 123.9

2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. sqm 283.3

0.9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

4.1.3 1:2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 3998.1

Reinforced Cement Concrete Works

0.0 Centring and shuttering including strutting, propping etc. and removal of form for:

(i) 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 211.6

(iii) 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 437.5

(iv) 5.9.4 Shelves (Cost in situ) sqm 437.5

(v) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7

(vi) 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 494.4

(viii) 5.9.16.1 Edges of slabs and breaks in floors and walls :

Under 20 cm wide Metre 130.2

(ix) 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 550.9

5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

(i) 5.22.7A TMT-500- 8mm dia . kg 94.5

(ii) 5.22.7B TMT-500-10 mm dia. kg 92.6

(iii) 5.22.7C TMT-500-12 mm dia. kg 90.8

(iv) 5.22.7D TMT -500-16 mm dia. kg 91.7

(v) 5.22.7E TMT -500-20 mm dia. kg 91.7

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

(i) 5.33.1 All work upto plinth level

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum cum 5063.4

(ii) 5.33.2 All work above Plinth level upto floor V Level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum cum 5863.2

6.1C Brick work with bricks with fly ash bricks as per IS 12894(2002) & 3495 in foundation and plinth in :

(i) 6.1.12C cement mortar 1:4 (1 cement : 4 coarse sand) cum 5116.3

(ii) 6.1.14C cement mortar 1:6 (1 cement : 6 coarse sand) cum 4923

6.3C Extra for Brick work in superstructure above plinth level upto floor V level cum 842.2

0.9 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high loss finish etc. complete at all levels.

Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm sqm 4401.2

0.0 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

8.3.2 Granite work mtr 260.1

0.0 Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete. each 428.2

9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

9.21.1 35 mm thick including stainless steel butt hinges with necessary screws sqm 1775.3

9.23 Extra for providing lipping with 2nd class wood battens 25 mm minimum depth on all edges of shutters (Over all area of door shutter to be measured). Sqm 401.4

9.96 Providing and fixing aluminium sliding door bolt anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc.

9.97 Providing and fixing aluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc.

9.1 Providing and fixing aluminium handles anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete :

0.000 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

9.101.2 Twin rubber stopper each 60.8

10.12 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs 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 required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

10.12.1 Doors sqm 3038.9

Derived Providing and fixing ISI marked steel wire gauged doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs, 10 cm 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 required, including providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using galvanized M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm with 12 mm mild steel beading complete including applying a priming coat of approved steel primer, but excluding the cost of other fittings except necessary hinges or pivots as required sqm 3646

10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units.

10.13B Steel windows sqm 396.7

10.15 Providing and fixing pressed steel door frame confirming IS code 351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-Charge.

10.15.2 Profile C Metre 432.6

10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. each 165.4

10.29 Providing and fixing bright finished brass peg stays 300 mm long of minimum weight 330 gms.to side hung steel windows with necessary welding and machine screws etc. complete. each 182.7

9.48 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.

9.48.1 fixed to steel windows by welding kg. 144.5

11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) / 1:4 (1 cemnt : 4 coarse sand)

11.26.1 20 to 25 mm thick sqm 1252.7

11.27 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. sqm 1334.9

11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. mtr 82.9

11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length sqm 18.1

11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 795

11.39 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. Sqm 1329.8

Plaster & Finishing Works

13.11 12 mm cement plaster of mix

13.11.4 1:6 (1 cement : 6 coarse sand) sqm 141.5

13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.2 1:4 (1 cement : 4 coarse sand) sqm 176.4

13.24 6 mm cement plaster to ceiling of mix.

13.24.2 1:4 (1 cement : 4 coarse sand) sqm 125.6

13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall sqm 229.3

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade

13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 137

13.77 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .

13.77.2 New work (two or more coats ) over and including priming coat with cement primer sqm 102.3

13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 105.4

13.81 Applying priming coat

13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) sqm 39.7

13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 84.5

Water Proofing Treatment Works :

22.2 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

22.20.1 3 mm thick. sqm 472.5

22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. sqm 85.2

12.52 Grading roof for water proofing treatment with

12.52.2 Cement concrete 1:2:4(1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 3932.2

12.55X Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. sqm 1101.6

12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. each 189.4

Miscellaneous Works :

2.35 Supplying chemical emulsion in sealed containers including delivery as specified.

2.35.1 Chlorpyriphos / Lindone emulsifiable concentrate of 20% Litre 200.9

2.37 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termites' treatrnent(including the cost of chemical emulsion)

2.37.1 Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:

(i) 2.37.1.1 With chlorpyriphos/Lindone E.C. 20% with 1% concentration Metre 39.9

(ii) 2.37.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.55 litres per linear metre including drilling and plugging holes etc.

2.37.2.1 With chlorpyriphos E.C. 20% with 1% concentration Metre 49.1

(iii) 2.37.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor

2.37.3.1 With chlorpyriphos E.C. 20% with 1% concentration sqm 241.2

6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, Metre 1087.9

Carriage of Materials

(i) Bricks (lead - 1 km kutcha + 7 km pucca) Per 1000 Nos. 1140.59

(ii) Coarse Sand (Lead - km) cum 1903.2

(iii) Stone Chips (Lead - km ) cum 3970.85

(iv) Local sand ( Lead - 1 km kutcha + 2 km pucca) cum 310.47

Extra Cost of Materials

(i) Bricks Per 1000 Nos. 270.58

(ii) Cement Bags 13.14

BCD,Gaya Ji BCD,Gaya JI BCD,Gaya JI

Building Construction Department

PROJECT : BOQ FOR CONSTRUCTION OF BOUNDARY WALL & GUARD ROOM FOR Bihar Co-operative University Cum Research Institute At Gaya

Estimate of Cost Earnest Money

BOQ Cost Time of completion

Items Covered Under BCD SOR -2022, effective from 01.07.2022

Sl. Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

1 2.8 Earth work in excavation 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil cum 360.7 1243.74+17.84

2.27 Extra for every additional lift of 1.5m or part thereof in:

2.27.1 All kinds of soil cum 49.4 310.94+4.15

3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3 132.50+14.80

Derived/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. sqm 290.04 883.34+41.34

0.9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

4.1.3 1:2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 3998.1 46.64+1

Reinforced Cement Concrete Works

0.0 Centring and shuttering including strutting, propping etc. and removal of form for:

(i) 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 211.6 447.8+8.06

(v) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7 526.02+49.81

(vi) 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 494.4 1906.70+31.08

5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

(i) 5.33.1 All work upto plinth level

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum cum 5063.4 237.01+5.92

(ii) 5.33.2 All work above Plinth level upto floor V Level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum cum 5863.2 152.56+7.77

6.1C Brick work with bricks with fly ash bricks as per IS 12894(2002) & 3495 in foundation and plinth in :

(ii) 6.1.14C cement mortar 1:6 (1 cement : 6 coarse sand) cum 4923 439.63+15.69

6.3C Extra for Brick work in superstructure above plinth level upto floor V level cum 842.2 439.63+14.04

0.9 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high loss finish etc. complete at all levels.

Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm sqm 4401.2 14.40+2.04

12 9.48 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.

9.48.1 fixed to steel windows by welding kg. 144.5 9553.02+31.32

Plaster & Finishing Works

13 13.11 12 mm cement plaster of mix

13.11.4 1:6 (1 cement : 6 coarse sand) sqm 141.5 2648.73+61.31

13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.2 1:4 (1 cement : 4 coarse sand) sqm 176.4 2687.52+88.58

15 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 81.2 5336.25+97.28

16 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 84.5 655.96+16.28

0.999 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. mtr 3504 47.1

18 0.999 fillimg available excaveted earth cum 898.61 123.9

19 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead cum 12.05 123.9

20 0.9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

4.1.8 1.4.8 (1 Cement :4 coarse sand :8 graded stone agregate 40 mm nominal size) cum 3.57 2975.2

51 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 24.32 437.5

5.9.4 Shelves (Cost in situ) sqm 2.21 437.5

5.9.16.1 Edges of slabs and breaks in floors and walls :

Under 20 cm wide Metre 20.4 130.2

5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 3.13 550.9

22 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

53 6.1C Brick work with bricks with fly ash bricks as per IS 12894(2002) & 3495 in foundation and plinth in :

6.1.12C cement mortar 1:4 (1 cement : 4 coarse sand) cum 1.82 5116.3

24 0.0 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

8.3.2 Granite work mtr 3.2 260.1

25 8.5 Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete. each 1 428.2

26 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

9.21.1 35 mm thick including stainless steel butt hinges with necessary screws sqm 3.78 1775.3

27 9.23 Extra for providing lipping with 2nd class wood battens 25 mm minimum depth on all edges of shutters (Over all area of door shutter to be measured). Sqm 3.78 401.4

28 9.96 Providing and fixing aluminium sliding door bolt anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc.

29 9.97 Providing and fixing aluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc.

30 9.1 Providing and fixing aluminium handles anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete :

31 0.000 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

9.101.2 Twin rubber stopper each 2 60.8

32 10.12 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs 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 required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

33 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units.

10.13B Steel windows sqm 5.22 396.7

34 10.15 Providing and fixing pressed steel door frame confirming IS code 351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-Charge.

10.15.2 Profile C Metre 10.2 432.6

35 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. each 2 165.4

36 10.29 Providing and fixing bright finished brass peg stays 300 mm long of minimum weight 330 gms.to side hung steel windows with necessary welding and machine screws etc. complete. each 5 182.7

37 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) / 1:4 (1 cemnt : 4 coarse sand)

38 11.27 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. sqm 3.4 1334.9

39 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. mtr 8.4 82.9

41 11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length sqm 3.71 18.1

42 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 15.59 795

43 11.39 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. Sqm 2.77 1329.8

44 13.24 6 mm cement plaster to ceiling of mix.

13.24.2 1:4 (1 cement : 4 coarse sand) sqm 24.23 125.6

45 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall sqm 35.04 229.3

46 13.77 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .

13.77.2 New work (two or more coats ) over and including priming coat with cement primer sqm 76.85 102.3

47 22.8 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test, All above operations to be done in order and as directed and specifed by the Engineer-in-Charge.

22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65 .. sqm 29.452 850.7

48 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. each 2 189.4

49 17.1 Providing and fixing white vitreous china water closet squatting pan (Indian type WC pan) with 100mm sand cast Iron P or S Trap, 10 litre low level PVC flushing cistern (of approved make) with fittings CI/MS brackets, 32 mm diameter flush pipe with fittings and clamps, over flow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required.

17.1.1 White vitreous china Orissa pattern WC pan of size 580 x 440mm with intergal type foot rests. each 1 4470.9

50 17.7 Providing and fixing white vitreous china wash basin with C.I. / M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required.

17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each 1 2764.4

51 17.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :

17.10.2 Kitchen sink without drain board

17.10.2.1 610x510 mm bowl depth 200 mm each 1 3786.6

52 17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

17.28.2 Flexible pipe

53 17.31 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. each 1 1068.5

54 17.7 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. each 1 325.1

55 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not 170 gms. each 1 424

56 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. each 1 204.7

57 17.35 Providing and fixing soil, waste and vent pipes:

17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as/IS: 3989 Metre 10 1036.5

58 17.37 Providing and fixing M.S. holder bat clamps of approved design to sand cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc.

17.37.1 For 100mm dia pipe Each 1 178.5

59 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.

17.38.1.2 Centrifugally cast (spun) iron S & S pipe as per IS: 3989 Each 1 597.6

60 17.39 Providing and fixing plain bend of required degree.

17.39.1.2 Centrifugally cast (spun) iron S & S pipe as per IS: 3989 Each 1 439.7

61 17.43 Providing and fixing single equal plain junction of required degree with acesses door, insersion rubber washer 3mm thick, bolts and nuts complete.

17.43.1.2 Sand cast iron S&S as per IS 3989 Each 1 731.4

62 17.44 Providing and fixing single equal plain junction of required degree.

17.44.1.2 Sand cast iron S&S as per IS 3989 Each 1 707.3

63 17.48 Providing and fixing single unequal plain junction of required degree.

17.48.1.2 Sand cast iron S&S as per IS 3989 Each 1 841.1

64 17.49 Providing and fixing double equal plain inverted branch of required degree.

17.49.1.2 Sand cast iron S&S as per IS 3989 Each 1 760.8

65 17.56 Providing and fixing terminal guard.

17.56.1.2 Sand cast iron S&S as per IS 3989 Each 1 439.7

66 17.57 Providing and fixing collar.

17.57.1.2 Sand cast iron S&S as per IS 3989 Each 1 439.7

67 17.58 Providing lead caulked joints to sand cast iron / centrifugallly cast (spun) iron pipes and fittings of diametre:

68 17.59 Providing and fixing M.S stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diametre.

69 17.6 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors.

17.60.1 100mm inlet and 100mm outlet

17.60.1.1 Sand cast iron S&S as per IS 3989 Each 1 1129.2

70 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

71 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.78.1 75 mm diameter Metre 10 162.7

12.78.2 110 mm diameter Metre 20 257.5

72 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for therma expansion.(SW)

12.79.1 Coupler

73 12.79.3 Single tee with door

75 12.8 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

76 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

Concealed work including cutting chases and making good the walls etc.

18.8.1 15mm nominal outer dia pipes metre 25 278.2

18.8.2 20mm nominal outer dia pipes metre 20 350.8

18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.

18.12.4 32mm dia nominal bore metre 50 381.7

77 18.16 Providing and fixing brass stop cock of approved quality :

18.16.1 15 mm dia each 1 303.8

18.16.2 20 mm dia each 1 328

78 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

18.22.2 150 mm diameter Each 1 190.1

79 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

15 mm nominal bore each 1 434.2

80 18.5 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

18.50.1 15 mm nominal bore each 2 715.1

81 18.53 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 8931

18.53.1 15 mm nominal bore each 4 500.4

82 18.56 Providing and fixing PTMT pillar cock of approved quality and colour

18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms each 1 194.2

83 18.58 Providing and fixing PTMT grating of approved quality and colour.

18.58.2 Rectangular type with openable circular lid.

18.58.2.1 150mm nominal size square 100mm diameter of the inner hinged round grating. Each 3 169.7

84 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. each 1 96.8

85 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.

18.74.2 15 mm nominal bore with 45 cm length each 2 108

86 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.

15 mm nominal dia Each 1 6119.2

87 2.13 Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5M including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering, etc.And disposing of surplus excavated soil as directed within a lead of 50 m Hard/dense soil.

2.13.1 Ordinary rock :

2.13.1.2 Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia Metre 25 863.7

88 0.0 Providing, laying Non pressure NP2 class (light duty) RCC Pipes with collars jointed with stiff mixture of cement mortar in the propoertion of 1:2 (1 cement : 2 fine sand) including testing and jointing etc complete.

19.6.2 150mm dia RCC pipe Metre 26 410.7

89 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With F.P.S. bricks (For Storm water) each 3 7914.7

19.7.1.2 With F.P.S. bricks (For Sewer) each 3 7948.1

90 19.8 Extra for depth for manholes

19.8.1 Size 90 x 80 cm

19.8.1.1 F.P.S. bricks (For Storm water) Metre 2 5660

19.8.1.2 F.P.S. bricks (For Sewer) Metre 1 5757.4

91 Carriage of Materials

(i) Bricks (lead - 1 km kutcha + 7 km pucca) Per 1000 Nos. 941.28 245664+12379

(ii) Coarse Sand (Lead - km) cum 1242.94 393.71+20.22

(iii) Stone Chips (Lead - km ) cum 1161.86 314.21+16.41

(iv) Local sand ( Lead - 1 km kutcha + 2 km pucca) cum 310.47 145.75+15.81

Extra Cost of Materials

(i) Bricks Per 1000 Nos. 0 270.58

(ii) Cement Bags 0 13.14

DSR Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required. 100 KWP 54280

a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730- Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate

b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-inmeter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.

c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.

d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.

e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and otheraccessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.

f) Lightning, surge voltage protection, earthing protection and grid islanding. g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required. h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required.

0.0 Wiring for light point/ fan point/ exhaust fan point/ Call bell Point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular type switch, modular Plate, suitable size G.I box etc. as required.

Batten Holder Point 4

T/Light Point 3

St. light Point 4

Celling fan Point 2

Exhaust fan point 1

1.3.1 Group A Each 782

1.31 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or recess including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc. as required. 2 Each 414

1.32 Supplying and fixing suitable size of G.I. box with modular plate and cover in front or in surface or in recess including providing and fixing 6 pin, 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch. connection, painting etc, as required. 3 Each 531

1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 No. 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 15 p. mtrs. 309

1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire(For ckt & 30 mtr for multi socket) 65 p. mtrs. 201

1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 10 p. mtrs. 422

2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.8.7 12 way, Double door 1 Each 2314

2.12 Supplying and fixing following rating, 240/415 volts, ‘C’ series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6/32 amps, single pole 10 Each 237

2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.13.3 40 A to 63 A, double pole 1 Each 1198

1.33 Supplying and fixing 2 pin, 6 amp. ceiling rose on the existing junction box/PVC box including connection etc as required. 10 Each 64

1.34 Supplying and fixing batten/angle holder including connection etc. as required. 4 Each 80

6.1 Supplying and fixing of following types lamp in the existing electrical fitting / fixtures etc. as required.

6.1.4 9/10 watt LED lamp 4 Each 161

5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 3 Each 521

5.14 Supplying and fixing following types LED Street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, IP66 protection and Complete with electronic driver etc. on pole / building including connection earthing the body etc. as reqd.

5.14.2 45 Watt 4 Each 3382

8.4 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required.

8.4.1 32 mm dia 4 Meter 543

8.15 Supply & installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air Delivery minimum 210 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as reqd. 2 Each 2482

1.25 Supplying and fixing two module stepped type electronic Fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required. 2 Each 358

2.1 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required.

2.1.3 63 Amp, double pole 1 Each 4463

7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

7.7.4 10 sq. mm, 2 core 30 Each 201

ELECTRIC 5504211