DEVELOPEMENT OF LORRY PARKING AREA AT SALEMPUR LPG PLANT

DEVELOPMENT OF LORRY PARKING AREA AT SALEEMPUR LPG

JOB DESCRIPTION AND PRICE BID FORMAT

SER.NO | JOB DESCRIPTION | QTY | UNIT | RATE | AMOUNT

DRIVEWAY AND DRAINAGE

9013853 | WET MIX MACADAM

Providing, laying, spreading and compacting graded crushed aggregate wet mix macadam including pre-mixing the murrum and crushed aggregate to OMC in the mechanical mix (Pug mill), carriage of materials to the site etc. complete. The wet mix to be laid in uniform layers, rolling/compacting with vibro roller to achieve the desired density including scrapping the existing surface wherever required as directed. (Size of stone 45-63mm)

1. WMM 300 MM THICK IN THREE LAYER EACH LAYER WILL BE OF 100 MM

2. FOR EXISTED PARKING WMM LAYER 75 MM THK | 1609.88 | M3

9018728 | EXC ORD SOIL UPTO 1.5 M

Earth work in excavation upto required depth below existing ground level upto required depth including removal of vegetation,shrubs and debris, cutting and dressing the sides in slopes and bottom, levelling, grading and ramming of bottoms,bailing out of water, supplying of Temporary supports to existing services line like water pipes,sewage pipes,electric overhead and u/g cables etc all if encountered, shoring, strutting and disposal of excavated earth outside BPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including necessary permissions from local authorities (if required) and charges( if any), complete. Payment shall be made as per the actual measurement but not more than excavation plan.No payment would be made for extra excavation for making slopes etc. (Payment against this item shall be released only for the earth being disposed outside BPCL premises).

1. EXCAVATION OF SUBGRADE SOIL

2. STORM WATER DRAIN

3. FOR VAPOUR SEAL PIT | 3193.740 | M3

9018729 | EXCV<1.5 RCK DIS OUT

Earth work in excavation upto required depth below existing ground level upto required depth including removal of vegetation,shrubs and debris, cutting and dressing the sides in slopes and bottom, levelling, grading and ramming of bottoms,bailing out of water, supplying of Temporary supports to existing services line like water pipes,sewage pipes,electric overhead and u/g cables etc all if encountered, shoring, strutting and disposal of excavated earth outside BPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including necessary permissions from local authorities (if required) and charges( if any), complete. Payment shall be made as per the actual measurement but not more than excavation plan.No payment would be made for extra excavation for making slopes etc. (Payment against this item shall be released only for the earth being disposed outside BPCL premises)

1. FOR EXISTED PARKING | 405.00 | M3

9018777 | PCC 1:2:4 IN COPING

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains,fillings, non-suspended floors, pavements & ramps or any other works etc.including the cost ofposition cement concrete of specified grade including the cost ofcentring and shuttering, tamping, ramming, vibrating,curing, in anyshape,position,thickness and finishing the top surface rough or smooth,etc. all complete as per directions of Engineer-in-charge.

1. B/WORK OF STORM WATER DRAIN

2. FOR VAPOUR SEAL PIT

3. FOR MISC | 5.538 | M3

9018778 | PCC PLIN 1:3:6 CS

1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains,fillings, non-suspended floors, pavements & ramps or any other works etc.including the cost ofposition cement concrete of specified grade including the cost ofcentring and shuttering, tamping, ramming, vibrating,curing, in anyshape,position,thickness and finishing the top surface rough or smooth,etc. all complete as per directions of Engineer-in-charge. - All work upto plinth level.

1.IN B/W DRAIN &WALL

2. FOR MISC | 5.485 | M3

9018779 | FOUNDN. PCC WITH 40MM METAL 1:4:8

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains,fillings, non-suspended floors, pavements & ramps or any other works etc.including the cost ofposition cement concrete of specified grade including the cost ofcentring and shuttering, tamping, ramming, vibrating,curing, in anyshape,position,thickness and finishing the top surface rough or smooth,etc. all complete as per directions of Engineer-in-charge.1:4:8 (1 cement: 4 coarse sand : 8 crushed stone aggregate 40 mm nominal size)

1. STORM WATER DRAIN

2. FOR VAPOUR SEAL PIT

3. ADD MISC. | 22.856 | M3

9018793 | RCC PLIN 1:1.5:3 CS

Supplying and laying in postion RCC of specified nominal mix using 20mm anddown size graded crushed stone aggregate in sub structure of all types e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc.,including placing of concrete,supplying pockets,openings, recesses,chamfering wherever required etc., vibrating, tamping, curing andrendering if reqd. to give a smooth and even surface etc. all complete(excluding the cost of reinforcement, but including the cost of centringand shuttering)for all depths below and upto plinth level in any shape,position, thickness etc. all complete as specified and directed. Onlysteel shuttering will be used so as to obtain required finish. Theheight of shuttering shall not exceed 1.5 m per lift of concrete.: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 grade stone aggregate 20 mm nominal size).

1.BOTTOM RAFTOF STORM WATER DRAIN

2. FOR MISC | 29.620 | M3

9018813 | STEEL REINFORCEMENT

Supplying and placing HYSD steel reinforcement of Grade 500 (TMT) conforming to IS 1786 in position for RCC worksincluding straightening, cutting, bending, placing in position andbinding with 16 SWG black soft annealed binding wire at everyintersection, supplying and placing appropriate cover block all completeincluding cleaning and making it free from oil, grease etc. complete-for all heights and depths and conforming to relevant IS code (Make: SAIL,TATA, JSW, ESSAR, VIZAG STEEL or approved equivalent make conforming to IS code).

1. BOTTOM RAFTOF STORM WATER DRAIN

2. FOR MISC | 3090.204 | KG

9018826 | BRK MSN PL MS CL75

BRICK MASONRY BELOW PLINTH Providing and laying Brick work withbricks having compressive strength not less than specified and conforming to BIS std. of specified class and above, satisfying efflorescene,water absorbtionand dimension test as per IS code) infoundation and plinth in Cement mortar 1:5(1 cement: 5 m sand) asper specifications in one or more brick thickness including soaking of bricks, providingopenings, recesses ,scaffolding,staging, curing, finishing the jointsflush below ground level and raking out joints etc. all complete, as perdirections of Engineer-in-charge.M.sand is permitted based on meeting the acceptance criteria.

1.B/WORK OF STORM WATER DRAIN

2. FOR VAPOUR SEAL PIT

3. FOR MISC | 60.143 | M3

9018853 | PLASTER 12MM CS 1:5

CEMENT PLASTER Providing cement plaster finished including cleaning,hacking of base surfaces, scaffolding,curing,finishing etc. all complete for all heights as per specifications and directions of Engineer-in-charge including grooves, bands, drip moulder where ever required as specified. also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.(Payment will be made separately for chicken wire mesh).

1. STROM WATER DRAIN

2. FOR VAPOUR SEAL PIT

3. FOR APPRON AND MISC | 348.250 | M2

9018857 | NEAT FINISH PLASTER

FLOATING COAT OF NEAT CEMENT with Fine sand including preparation of surface, curing and cleaning the site etc complete.

1. STROM WATER DRAIN

2. FOR VAPOUR SEAL PIT | 389.750 | M2

9018869 | DISMANTL BITUMIN PAV

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled.

material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

1. FOR EXISTED PARKING

2. FOR ADDITIONAL AREA | 4973.00 | M2

9018871 | ROAD SUBGRADE PREP

Preparing the sub grade by dry rolling, using vibro roller, wateringusing sprinklers, compacting using vibro roller in place of power roller, to achieve 90 %laboratory maximum dry density as per IS 2720, dressing, trimming to specified profile grade line level etc. complete. Consider Vibro Roller.

1. FOR ADDITIONAL AREA | 4973.00 | M2

9023695 | SL PAVER BLOCK 80 MM M40 GRADE

Supplying & laying CC paver blocks 80mm thick usingminimum M 40 grade laid on 50mm avg thickness of coarse sand bedding This also includes filling of interstaces with river sand.

2. FOR EXISTING PARKING | 8343.00 | M2

AS PER CPWD SOR 2023 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibro roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. | 858.60 | M3

16.78.2 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 , Each layer should be of 100 mm |

SER.NO | PCVO DORMITORY AND TOILETS | QTY | UNIT | RATE | AMOUNT

9018700 | SFE STR STEEL SA

1. All structural steel shall conform to IS-2062 & IS-808 and of SAIL/TISCO/IISCO/ JINDAL/ ESSAR/ VIZAG STEEL or equivalent make with prior approval from BPCL only.

2. The structure may be Pre-fabricated with bolting arrangements bymaking necessary holes, shot blasting and painting except final coat,which will be carried out after completion of the erection works. Min. hot works will be allowed at site. It is vendors responsibility to verify the actual measurements at site before making the bolting shedule.

3. PAINTING SPECIFICATIONS :

The cost includes surface preparation by grit/shot blasting to SA 2.5finish of swedish standard SIS 05

After surafce preparation one coate of inrganic zinc silicate @ 65 microns.Intermediate Coat:

One coat of epoxy high built micaceous iron oxide @ 100 microns.

Top Finish Coat :

2 coats of acrylic aliphatic polyeurethene @ 30 microns per coat.

Total DFT 225 microns minimum.

The rate includes the cost of materials, consumables, labour, tools and plants,transportation, loading, unloading, machinery, safety requirents, incidental charges, if any, all complete. | 200.000 | KG

9018728 | EXC ORD SOIL UPTO 1.5 M

Supply, fabrication and erection in position; bolted and/or welded structural steel works at all levels; including all built-up sections /compound sections made out of rolled sections and / or plates intrusses; rafters; purlins; wind ties; coloumns; portals; platforms; staircases; (excluding chequered plates, swing ladders, foundation boltsand gratings) ladders; stoppers; brackets sag rods; supports forequipment and accessories; hand railings posts cutting to required size as per approved drawings; straightening if required bolting/ welding of joints (including sealing the joints of the box sections with continuouswelding wherever specified) finishing edges by grinding; fixing in lineand level with temporary staging and removal of same after erection; grouting with ordinary grout or non-shrink grout as specified; including preparation of detailed fabrication drawings, cost of painting as specified below, complete in all respect as directed by Engineer-in-charge. Cost of nutbolts to be borne by contractor.

1. All structural steel shall conform to IS-2062 & IS-808 and of SAIL/TISCO/IISCO/ JINDAL/ ESSAR/ VIZAG STEEL or equivalent make with prior approval from BPCL only.

2. The structure may be Pre-fabricated with bolting arrangements bymaking necessary holes, shot blasting and painting except final coat,which will be carried out after completion of the erection works. Min. hot works will be allowed at site. It is vendors responsibility to verify the actual measurements at site before making the bolting shedule.

3. PAINTING SPECIFICATIONS :

The cost includes surface preparation by grit/shot blasting to SA 2.5finish of swedish standard SIS 05

After surafce preparation one coate of inrganic zinc silicate @ 65 microns.Intermediate Coat:

One coat of epoxy high built micaceous iron oxide @ 100 microns.

Top Finish Coat :

2 coats of acrylic aliphatic polyeurethene @ 30 microns per coat.

Total DFT 225 microns minimum.

The rate includes the cost of materials, consumables, labour, tools and plants,transportation, loading, unloading, machinery, safety requirents, incidental charges, if any, all complete.

1. FOR DORMITORY FOOTING

2.FOR DORMITORY APPRON | 96.720 | M3

9018730 | EXC ORD SOIL FROM 1.5 TO 3M:

Depth >1.5 BUT <3.0 M in normal soil

Earth work in excavation upto required depth below existing ground level upto required depth including removal of vegetation,shrubs and debris, cutting and dressing the sides in slopes and bottom, levelling, grading and ramming of bottoms,bailing out of water, supplying of Temporary supports to existing services line like water pipes,sewage pipes,electric overhead and u/g cables etc all if encountered, shoring, strutting and disposal of excavated earth outside BPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including necessary permissions from local authorities (if required) and charges( if any), complete. Payment shall be made as per the actual measurement but not more than excavation plan.No payment would be made for extra excavation for making slopes etc. (Payment against this item shall be released only for the earth being disposed outside BPCL premises)

FOR DORMITORY FOOTING | 52.000 | M3

9018777 | PCC 1:2:4 IN COPING

1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains,fillings, non-suspended floors, pavements & ramps or any other works etc.including the cost ofposition cement concrete of specified grade including the cost ofcentring and shuttering, tamping, ramming, vibrating,curing, in anyshape,position,thickness and finishing the top surface rough or smooth,etc. all complete as per directions of Engineer-in-charge. - All work upto plinth level

1. FOR PARAPET WALL

2. FOR MISC | 2.267 | M3

9018780 | FOUNDN. PCC WITH 40MM METAL 1:4:8

1:4:8 (1 cement: 4 coarse sand : 8 crushed stone aggregate 20 mm nominal size)

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains,fillings, non-suspended floors, pavements & ramps or any other works etc.including the cost ofposition cement concrete of specified grade including the cost ofcentring and shuttering, tamping, ramming, vibrating,curing, in anyshape,position,thickness and finishing the top surface rough or smooth,etc. all complete as per directions of Engineer-in-charge. - All work upto plinth level

1. FOR DORMITORY FOOTING

2. BELOW PLINTH BEAM

4. ADD MISC. | 22.692 | M3

9018793 | RCC PLIN 1:1.5:3 CS

Supplying and laying in postion RCC of specified nominal mix using 20mm anddown size graded crushed stone aggregate in sub structure of all types e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc.,including placing of concrete,supplying pockets,openings, recesses,chamfering wherever required etc., vibrating, tamping, curing andrendering if reqd. to give a smooth and even surface etc. all complete(excluding the cost of reinforcement, but including the cost of centringand shuttering)for all depths below and upto plinth level in any shape,position, thickness etc. all complete as specified and directed. Onlysteel shuttering will be used so as to obtain required finish. Theheight of shuttering shall not exceed 1.5 m per lift of concrete.: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 grade stone aggregate 20 mm nominal size).

1. FOR DORMITORY

2. FOOTING RECTANGULAR PART

3. FOOTING TRAPEZOIDAL PART

5. COLUMN UPTO PLINTH BEAM

6. COLUMN UPTO PLINTH BEAM

7. COLUMN FROM PLINTH BEAM UPTO SLAB BEAM

8. FOR MISC | 29.953 | M3

9018794 | RCC AB PL 1:1.5:3 CS

Supplying and laying in postion RCC of specified nominal mix using 20mm anddown size graded crushed stone aggregate for columns, beams slabs and soffits, staircases, lintels etc.of all typesincluding placing of concrete,supplying pockets,openings, recesses,rendering if reqd. to give a smooth and even surface etc. all complete(excluding the cost of reinforcement, but including the cost of centringand shuttering)for all heights above plinth level in any shape,position, thickness etc. all complete as specified and directed. Onlysteel shuttering will be used so as to obtain required finish. Theheight of shuttering shall not exceed 1.5 m per lift of concrete.: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 grade stone aggregate 20 mm nominal size)

1. FOR DORMITORY SB

9018813 | STEEL REINFORCEMENT

Supplying and placing HYSD steel reinforcement of Grade 500 (TMT) conforming to IS 1786 in position for RCC worksincluding straightening, cutting, bending, placing in position andbinding with 16 SWG black soft annealed binding wire at everyintersection, supplying and placing appropriate cover block all completeincluding cleaning and making it free from oil, grease etc. complete-for all heights and depths and conforming to relevant IS code (Make: SAIL,TATA, JSW, ESSAR, VIZAG STEEL or approved equivalent make conforming to IS code).

1. FOR DORMITORY

3. FOR PLINTH BEAM

5. FOR SLAB BEAM

6. FOR SLAB BEAM

7. FOR MISC | 8445.010 | KG

9018826 | BRK MSN PL MS CL75

BRICK MASONRY BELOW PLINTH Providing and laying Brick work withbricks having compressive strength not less than specified and conforming to BIS std. of specified class and above, satisfying efflorescene,water absorbtionand dimension test as per IS code) infoundation and plinth in Cement mortar 1:5(1 cement: 5 m sand) asper specifications in one or more brick thickness including soaking of bricks, providingopenings, recesses ,scaffolding,staging, curing, finishing the jointsflush below ground level and raking out joints etc. all complete, as perdirections of Engineer-in-charge.M.sand is permitted based on meeting the acceptance criteria.

1. FOR DORMITORY

4. FOR MISC | 19.766 | M3

9018830 | BRK MSN AB PL CS CL75

BRICK MASONRY ABOVE PLINTH , Supplying and laying Brick work in superstructure aboveplinth level including supplying and laying good quality bricksconforming to BIS std. of specified class and above, satisfying efflorescene,water absorbtion and dimension test as per IS code) in superstructureusing Cement Mortar 1:5(1part cement : 5 part coarse sand) includingraking out joints, curing, soaking of bricks, providing recesses,openings,scaffolding,staging,curing,raking out joints etc. complete as directed

1. FOR DORMITORY

3. FOR PARAPET WALL

4. DEDUCTIONS FOR DOOR

5. DEDUCTIONS FOR WINDOWS

6. FOR MISC | 49.305 | M3

9018853 | PLASTER 12MM CS 1:5

12mm thick with 1:5 (1 cement: 2 parts of fine sand: 3 parts of coarse sand)

CEMENT PLASTER Providing cement plaster finished including cleaning,hacking of base surfaces, scaffolding,curing,finishing etc. all complete for all heights as per specifications and directions of Engineer-in-charge including grooves, bands, drip moulder where ever required as specified. also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.(Payment will be made separately for chicken wire mesh).

1. FOR DORMITORY

3. DEDUCTION OF DOOR

4. DEDUCTION OF WINDOWS

5. FOR APPRON AND MISC | 190.680 | M2

9018854 | PLASTER 18MM CS 1:5

18mm thick with 1:5 (1 cement: 2 parts of fine sand: 3 parts of coarse sand)

CEMENT PLASTER Providing cement plaster finished including cleaning,hacking of base surfaces, scaffolding,curing,finishing etc. all complete for all heights as per specifications and directions of Engineer-in-charge including grooves, bands, drip moulder where ever required as specified. also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.(Payment will be made separately for chicken wire mesh).

1. FOR DORMITORY

2. FOR ROUGH SIDE WALL

3. DEDUCTION OF DOOR

4. DEDUCTION OF WINDOWS

5. FOR APPRON AND MISC | 193.200 | M2

9018858 | PLASTER 6 MM CS 1:5

CEMENT PLASTER 6MM Providing cement plaster 1:4 finished including cleaning,hacking of base surfaces, scaffolding,curing,finishing etc. all complete for all heights as per specificationsand directions of Engineer-in-charge including grooves, bands, drip mould where ever required as specified. Also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering, if required.(Payment will be made separately for chicken wire mesh).

FOR DORMITORY CEILING | 147.840 | M2

9018927 | BRICK BAT COBA SLAB

Breaking and removing the existing brick bat coba, exposing the concreteslab and cleaning the same thoroughly as directed,hacking the surface ofconcerete and laying fresh brick bat coba as directed with proper slope,curing the same by stagnating water continously as directed includingsurface finish with 40mm thick C.M.1:6

1. FOR DORMITORY SLAB | 153.840 | M2

9018928 | WATERPROOF KHURRA

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete.

1. FOR DORMITORY SLAB | 3.000 | EA

9018929 | WATERPROOF GOLA

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase.

1. FOR DORMITORY SLAB | 2684.240 | RM

9018933 | BLD PNT EXTERIOR

2 coats of Anti - Fungal, Anti - Algai Exterior Paint

Preparing surface and painting of approved make, shade and quality in all heights of walls,ceiling, sun sheds fins etc. incl. providing scaffolding,pitting in plaster to be made good, cleaning with coir brush & sand paper, curing and supply of all materials and labour complete. The finished surface shall be even and uniform.The application of paint shall conform to Manufacturer's recommendation and as per the directions of Enginner-in-Charge.

1. FOR DORMITORY | 226.000 | M2

9018953 | BLD PNT EMULSION

2 coats of Plastic Emulsion Paint conforming to IS

Preparing surface and painting of approved make, shade and quality in all heights of walls,ceiling, sun sheds fins etc. incl. providing scaffolding,pitting in plaster to be made good, cleaning with coir brush & sand paper, curing and supply of all materials and labour complete. The finished surface shall be even and uniform.The application of paint shall conform to Manufacturer's recommendation and as per the directions of Enginner-in-Charge.

1. FOR DORMITORY

3. FOR DORMITORY CEILING | 338.520 | M2

9018964 | VITRIFIED 600x600x10

Using 600mm x 600mm x minimum 10mm thk.

Supplying and laying vitrified ceramic tiles with water absorption less than 0.08% and conforming to IS : 15622, of approved make, colour and design at all levels and locations using approved first quality tiles inflooring with or without spacers, laid over abedding of cement mortar bed of mix 1:4 to achieve overall flooring thickness as 50mm and a backcoat of white cement slurry and joints filled with white cement mixed with matching pigment complete with all bye works like covering

with plaster of paris, curing etc. at all leads and lifts and as perspecification / instructions of the Engineer Incharge.

1. FOR DORMITORY FLOOR

3. FOR MISC | 149.000 | M2

9018987 | SNG SHUTTER POWDER

Single shutter with 3 way spring loaded locking and latching system. Painted with Electrostatic powder coating. | 10.00 | M2

9018992 | DOOR FRAME POWDER

S/F Frames painted with Electrostatic powder coating.

Providing and fixing Pressed steel door,window & ventilator frames conforming to IS : 4351 made of 16 SWG pressed steel sheet bent to shape as per drawing,using bending machine to form solid, true edges/corners, stiffened with 50mm x 5mm thick M.S. flat

spacers welded to the frame facing the wall/column @ max.600mm c/c including fixing the frame with masonry/RCC/metal frame work for partitions etc. by means of 300mm x 25mm x 6mm M.S. holdfasts welded to spacers and grouted with M-15 grade concrete in min. 350mm x 100mm x 100mm sized hole in masonry/96 mm long 12mm dia dash fasteners, bolting with metal frame work, making provisions for hinges, locking devices, other hardwares by machine cutting and providing 3mm thick M.S. pad plates at all areas of hardware fixation, welding etc. painting of all metallic surfaces by 2 coats of synthetic enamel paint (approved shade, ICI or approved equivalent over red oxide zinc chromate primer/electrostatic powder coating of approved shade ,25 micron), finishing etc. all complete. For frame size (assorted size out of) Overall 125mm x 60mm Section. | 20.00 | M

9018996 | AL SECTION POWDER

Supplying & fixing in position FOR FIXED PORTION of aluminium partitions, doors, windows,ventilators, louvres, fixed glazing, sliding windows, north

lighting glazing, aluminium rough ground etc. with extruded & integral colour powder coating( 50microns) , Aluminium sections,

powder coated Aluminium beadings,powder coated Aluminium profile panelsheets, manufactured to IS 733, IS 1285 and other relevant codes & using

minimum 2mm thick (or as specified) heavy sections from approvedmanufacturer including cost of supplying required no. of heavy

duty stainless steel butt hinges, pivots, approved door and windowshandles, EPDM Gasket, PVC/Neoprene Gasket Lining,

Stainless steel screws, mastic filling, weather strips, tower bolts,nuts, washers, rollers etc. as required and as per drawing etc. all

complete at all heights and as directed by the Engineer-in-Charge. Therate shall also include giving a coat of bitumastic paint on the

aluminium surfaces in contact with masonry / concrete and closing thegaps around the frame and the adjoining surface with

approved silicone sealant on both faces to achieve watertightness.

Note:1. No extra payment will be made for all non-aluminium consumable itemslike screws, gasket, weather strips, PVC/Neoprene lining and butthinges, tower bolts etc.

2. Glazing, Particle Boards, aluminium grills, mesh etc. will bemeasured and paid separately under relevant item.

3. All fitting shall be of matching colour powder coated aluminiumsections.

4. The aluminium sections shall be smooth, rust free, straight, mitredand jointed mechanically wherever required

including cleat angles at no extra cost. | 65.000 | KG

9019006 | HYDRAUL FLOOR SPRING

Supplying and fixing heavy duty double action hydraulic floor springs of approved make with ISI mark and conforming to IS 6315 , pivoting and all other

arrangements including cost of cutting floors,S.S cover Plates withbrass pivots etc. complete and other necessary accessories required for the works to facilitate smooth operation of the doorshutter at all leads and lifts, all as directed by the Engineer-incharge.

Double action floor spring | 1.000 | EA

9019014 | LOCKS : MORTICE

Providing and fixing chromium plated brass 100 mm (depth 65mm) mortice latch and lock with 6 levers conforming to IS : 2209 inclusive of pair of handles of pressure die cast zinc alloy, satin finished of approved quality with necessary screws etc. complete. | 4.000 | EA

9019066 | DOOR WIN FLOAT GLASS . 12MM TK

Supplying & fixing toughened glass of approved make of following thicknessin windows, doors, ventilators, partitions

etc. with necessary clips, beadings, EPDM rubber/ neoprene gasket etc. complete as per the directions of Engineer-in-Charge. Only the clear opening of glass shall be measured for payment. (Make: Modi, SaintGobain or equivalent) | 20.000 | M2

9019102 | POINT WIRE <3 M

POINT WIRING :Supply & Laying primary Point Wiring from Switch Board to the lighting Fixture/Celing Fans Exhaust Fans/Call Bell lamps/ by means of 3 runs of 1.5 sq.mm. PVC FRLS 650 Volts/1100 Volts grade ISI approved & ISI marked. PVC Insulated Stranded copper Conductor through existing recessed/Surface Conduits in an approved manner. This Shall Include the supply & Installation of Single Pole 5-Amps Modular Switch of approved Make in modular recessed box complete with all labour and materials for the following distances (Supply of Modular Recessed Box not in scope) | 20.000 | NO

9019126 | GI BOX 8 MOD SWITCH

8 Module (125mmX125mm)

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for

modular switches in recess etc as required. | 2.000 | NO

9019127 | GI BOX 12 MOD SWITCH

12 Module (200mmx150mm)

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for

modular switches in recess etc as required. | 1.000 | NO

9019134 | PT WIRE GI COND <3M

POINT WIRING :Supply & Laying primary Point Wiring from Switch Board to the lighting Fixture/Celing Fans Exhaust Fans/Call Bell lamps/ by means of 3 runs of 1.5 sq.mm. PVC FRLS 650 Volts/1100 Volts grade ISI approved & ISI marked. PVC Insulated Stranded copper Conductor through Surface GI 25mm Conduits (Job includes supply and installation of conduits with accessories) in an approved manner. This Shall Include the supply & Installation of Single Pole 5-Amps Modular Switch of approved Made in modular recessed box complete with all labour and materials for the following distances. | 20.000 | NO

9019146 | PVC CONDUIT 25MM

25 mm PVC conduits 2 mm thick

Supply and laying of 2mm thick PVC approved make pipes inside roof concrete during pouring of concrete including placing of all accessories like fan hooks, junction boxes, bends etc and wall casing using machine chiselling, fixing pipe and making good the cuts complete | 100.000 | M

9019156 | PT WIRE 3 run 2.5mm2

Supply and laying three runs of 2.5 sqmm FRLS PVC copper wire 650 Volts/ 1100 Volts grade from MCB DB to individual switch boards for lighting and for sourcing 5A independent switch sockets for raw and ups power in already laid conduits complete including hook up at both ends | 600.000 | M

9019166 | MOD SWITCH 5A

5A Switch: Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. | 20.000 | NO

9019167 | MOD SOCKET 5A

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. | 5.000 | NO

9019168 | MOD FAN REGULATOR

Fan Regulator electronic: Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. | 6.000 | NO

9019172 | MOD SWITCH 15A

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. | 4.000 | NO

9019173 | MOD SOCKET 15A

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. | 4.000 | NO

Supply and installation of specified items in 14 SWG sheet steelenclosure including supply of necessary mounting arrangement, GI hardware, etc. but excluding M.S. Enclosure.

SPN ELCB of 15 A of GEC/ DATTAR make. | 6.000 | EA

Supply and installation of specified items in 14 SWG sheet steelenclosure including supply of necessary mounting arrangement, GI hardware, etc. but excluding M.S. Enclosure.

SPN ELCB of 32 A of GEC/ DATTAR make. | 4.000 | EA

9019200 | CEILING FAN 56"

Supply & Fixing of 3 star rating Sweep 3, Blade ceiling fan of approved make with Modular electronic regulator as per the directions of Engineer-in-Charge. | 6.000 | EA

9019206 | IN EXHAUST FAN 300MM

Supply and Installation of following types / sizes of single phase; 240 V AC, 50 hz fans of approved makes as per directions of Engineer-in-Charge; 230 V, single phase, 1500rpm, heavy duty, axial flow industrial exhaust fans with FRP louveres | 3.000 | NO

9019265 | LED TUBE 1x18 AD

Batten type 1x18 Watt surface mount LED tube light with acrylic dissipator | 8.000 | NO

9019288 | WASH BASIN 630x450MM

Supplying, fitting and fixing white glazed vitreous china wash basin ofsuperior quality with ISI mark and size 550mm x 430mm, having single ordouble holes with 15 mm CP brass pillar tap, CP brass chain and plugs, 32mm CP brass waste coupling, 32mm CP Brass Bottle trap and unions, 32mm dia PVC flexible waste pipe,15mm PVC inlet water pipe connection, CI cantilever bracketsembedded in 1:2:4 concrete, 15 mm CP brass angle stopcock, etc. fillingthe gaps between basin and wall with white cement etc., pedestal, allcomplete at all leads and lifts as per drawings, specifications andinstructions of the Engineer Incharge. | 2.000 | EA

9019320 | BIB COCK 20NB

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. | 4.000 | EA

9019322 | STOP COCK 20NB

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | 8.000 | EA

9019344 | GM GATE VLV 25NB

Supplying, fitting and fixing superior quality gun metal gate valve(full way) of approved make with ISI mark as per specifications at allleads and lifts as per drawings, specifications and instructions of theEngineer Incharge. | 2.000 | NO

9019346 | HDPE WATER TK 1000L

supplying and fixing HDPE water tank of approved make with ISI mark andconforming to IS 12701 and with GI fittings for inlet, outlet, Overflow, scour float valve, connections of required size and dia. Includingconnections and hoisting/fixing the same tank on roof and other placesat all heights with all bye-works complete at all leads and lifts as perdrawings, specifications and instructions of the Engineer Incharge. | 1.000 | EA

9019351 | SOAP TRAY

Supplying and fixing CP BRASS soap tray of superiorquality from approved make at all leads and lifts as per drawings, specifications and instructions of the Engineer Incharge. | 3.000 | EA

9019353 | TOWEL RAIL

supplying and fixing CP brass towel rail 600mm long, 20 mm dia with CPbrackets fixed to wall with CP brass screws and wooden rawl plug, at all leads and lifts as per instructions of theEngineer Incharge. | 2.000 | EA

9019355 | HEALTH FAUCET

supplying and fixing CP brass health faucet with 8mm dia, 1m PVC tube and wall hook at all leads and lifts as per drawings, specifications andinstructions of the Engineer Incharge. | 2.000 | EA

9019356 | WC BUTTERFLY JET

supplying and fixing CP brass WC butterfly Jet with 8mm dia, 1m PVC tube and wall hook at all leads and lifts as per drawings, specifications andinstructions of the Engineer Incharge. | 2.000 | EA

9019368 | INSP CHAMBER 600x600

Inside dimensions 600x600x900mm deep for single pipe line.

Construction of brick masonry inspection chamber with full bricks, in CM1:4 over 150mm thick PCC bedding of 1:4:8 grade, provided with a heavyduty (HD-20) CI cover conforming to IS:1726, of required size,embedding the CI frame in 150 mm thick RCC top slab (1:1 1/2 :3), neatlyfinished including 20mm thick plastering in two layers on both faces inCM 1:3 with water proofing compound mixed at the rate of 2% by weight of cement, benching and rounding with PCC 1:2:4, float coat of neatcement finish on the inner side, etc., all complete includingexcavation, dewatering and backfilling, shuttering, curing etc.,painting the exposed CI cover with three coats of black bitumastic paintat all leads and lifts as per drawings, specifications and instructionsof the Engineer Incharge. | 5.000 | EA

9019375 | RAIN WATER SPOUT

RAIN WATER SPOUT AND PIPES

supplying and fixing on wall face unplasticised-Rigid PVC rain waterpipes conforming to IS:13592 Type A including jointing with seal ringconforming to IS:5382 leaving 10mm gap for thermal expansion.(i) SingleSocketed pipes | 50.000 | M

9019382 | FLOOR TRAP 100MM OPN

100mm openable: supplying and fixing Heavy Grade Cast Iron floor/Nahani trap of specified size with CP hinged heavy SS grating to be fixed in PCC M15 with 20mm down size aggregateand made water tight with all bye works complete as per the direction of the engineer. | 4.000 | EA

9019383 | SOAK PIT

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design conforming to IS:2470. ( Rate is inclusive of top slab of required thickness & C.I. FRAME with cover) with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 1.000 | EA

9019384 | PP GRANITE PARTITION

supplying and fixing 18mm to 20mm thick pre polished granite dividers ofapproved shade in between two urinal stalls with all exposed edges bullnosed, fixing to the wall at all leads and lifts as per drawings, specifications and instructions of the Engineer Incharge. Rates shallinclude grouting the divider into the wall 100mm deep and making goodthe surface. The exposed area will be 900 mm x 450 mm (width).

1. FOR URINAL PARTITION | 2.000 | EA

9019391 | SEPTIC TANK 50 PERS

Construction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings,

specifications and directions of Engineer-in-Charge. The job includes excavation;sand filling; cement concrete foundation; plastering (1:3CM) of internal walls with waterproofing compound;plastering 1:4 CM external wall; on top and sides upto230mm below finished formation ground level and also incl. CI manhole cover over septic tank; inlet/ outlet chambers;3M long 65mm dia AC vent pipe with AC cover/fixed to the roof slope of the septic tank | 1.000 | EA

9020396 | CP BRASS SHOWER

Providing and fixing C.P. brass shower with 15 or 20 mm inlet connections and 63/100mm dia swivel type shower with arm etc. complete as required. | 1.000 | EA

SER NO | BOUNDARY WALL | QTY | UNIT | RATE | AMOUNT

9018700 | SFE STR STEEL SA

Supply, fabrication and erection in position; bolted and/or welded structural steel works at all levels; including all built-up sections /compound sections made out of rolled sections and / or plates intrusses; rafters; purlins; wind ties; coloumns; portals; platforms; staircases; (excluding chequered plates, swing ladders, foundation boltsand gratings) ladders; stoppers; brackets sag rods; supports forequipment and accessories; hand railings posts cutting to required size as per approved drawings; straightening if required bolting/ welding of joints (including sealing the joints of the box sections with continuouswelding wherever specified) finishing edges by grinding; fixing in lineand level with temporary staging and removal of same after erection; grouting with ordinary grout or non-shrink grout as specified; including preparation of detailed fabrication drawings, cost of painting as specified below, complete in all respect as directed by Engineer-in-charge. Cost of nutbolts to be borne by contractor.

1. All structural steel shall conform to IS-2062 & IS-808 and of SAIL/TISCO/IISCO/ JINDAL/ ESSAR/ VIZAG STEEL or equivalent make with prior approval from BPCL only.

2. The structure may be Pre-fabricated with bolting arrangements bymaking necessary holes, shot blasting and painting except final coat,which will be carried out after completion of the erection works. Min. hot works will be allowed at site. It is vendors responsibility to verify the actual measurements at site before making the bolting shedule.

3. PAINTING SPECIFICATIONS :

The cost includes surface preparation by grit/shot blasting to SA 2.5finish of swedish standard SIS 05

After surafce preparation one coate of inrganic zinc silicate @ 65 microns.Intermediate Coat:

One coat of epoxy high built micaceous iron oxide @ 100 microns.

Top Finish Coat :

2 coats of acrylic aliphatic polyeurethene @ 30 microns per coat.

Total DFT 225 microns minimum.

The rate includes the cost of materials, consumables, labour, tools and plants,transportation, loading, unloading, machinery, safety requirents, incidental charges, if any, all complete. | 428.000 | KG

9018728 | EXC ORD SOIL UPTO 1.5 M

Earth work in excavation upto required depth below existing ground level upto required depth including removal of vegetation,shrubs and debris, cutting and dressing the sides in slopes and bottom, levelling, grading and ramming of bottoms,bailing out of water, supplying of Temporary supports to existing services line like water pipes,sewage pipes,electric overhead and u/g cables etc all if encountered, shoring, strutting and disposal of excavated earth outside BPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including necessary permissions from local authorities (if required) and charges( if any), complete. Payment shall be made as per the actual measurement but not more than excavation plan.No payment would be made for extra excavation for making slopes etc. (Payment against this item shall be released only for the earth being disposed outside BPCL premises)

1. FRONT SIDE B/WALL

2. RHS B/WALL | 294.000 | M3 |

9018730 | EXC ORD SOIL FROM 1.5 TO 3M

Earth work in excavation upto required depth below existing ground level upto required depth including removal of vegetation,shrubs and debris, cutting and dressing the sides in slopes and bottom, levelling, grading and ramming of bottoms,bailing out of water, supplying of Temporary supports to existing services line like water pipes,sewage pipes,electric overhead and u/g cables etc all if encountered, shoring, strutting and disposal of excavated earth outside BPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including necessary permissions from local authorities (if required) and charges( if any), complete. Payment shall be made as per the actual measurement but not more than excavation plan.No payment would be made for extra excavation for making slopes etc. (Payment against this item shall be released only for the earth being disposed outside BPCL premises)

1. FRONT SIDE B/WALL

2. RHS B/WALL | 98.000 | M3 |

9018777 | PCC 1:2:4 IN COPING

1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains,fillings, non-suspended floors, pavements & ramps or any other works etc.including the cost ofposition cement concrete of specified grade including the cost ofcentring and shuttering, tamping, ramming, vibrating,curing, in anyshape,position,thickness and finishing the top surface rough or smooth,etc. all complete as per directions of Engineer-in-charge. - All work upto plinth level

1. R.H.S. SIDE B/WALL

2. FRONT SIDE B/WALL

3. FOR MISC | 7.111 | M3

9018778 | PCC PLINTH 1:3:6 CS

1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains,fillings, non-suspended floors, pavements & ramps or any other works etc.including the cost ofposition cement concrete of specified grade including the cost ofcentring and shuttering, tamping, ramming, vibrating,curing, in anyshape,position,thickness and finishing the top surface rough or smooth,etc. all complete as per directions of Engineer-in-charge. - All work upto plinth level

1. FRONT SIDE B/WALL AT FDL LVL

2. RHS B/WALL AT FDL LVL

4. FOR MISC | 5.701 | M3

9018780 | FOUNDN. PCC WITH 40MM METAL 1:4:8

1:4:8 (1 cement: 4 coarse sand : 8 crushed stone aggregate 20 mm nominal size)

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains,fillings, non-suspended floors, pavements & ramps or any other works etc.including the cost ofposition cement concrete of specified grade including the cost ofcentring and shuttering, tamping, ramming, vibrating,curing, in anyshape,position,thickness and finishing the top surface rough or smooth,etc. all complete as per directions of Engineer-in-charge. - All work upto plinth level

1. FRONT SIDE B/WALL AT BOTTOM LVL

2. RHS B/WALL AT BOTTOM LVL

3. ADD MISC. | 27.200 | M3

9018826 | BRK MSN PL MS CL75

CL 75 (BIS Class 75, Compressive strength 75 kg/cm2)

BRICK MASONRY BELOW PLINTH Providing and laying Brick work withbricks having compressive strength not less than specified and conforming to BIS std. of specified class and above, satisfying efflorescene,water absorbtionand dimension test as per IS code) infoundation and plinth in Cement mortar 1:5(1 cement: 5 m sand) asper specifications in one or more brick thickness including soaking of bricks, providingopenings, recesses ,scaffolding,staging, curing, finishing the jointsflush below ground level and raking out joints etc. all complete, as perdirections of Engineer-in-charge.M.sand is permitted based on meeting the acceptance criteria

1. R.H.S. SIDE B/WALL

2. For Brick Column 460 *690 at 2.26 m c/c

3. FRONT SIDE BOUNDARY WALL

4. For Brick Column 460 *690 at 2.26 m c/c

5. FOR MISC | 237.702 | M3

9018830 | BRK MSN AB PL CS CL75

CL 75 (BIS Class 75, Compressive strength 75 kg/cm2)

BRICK MASONRY ABOVE PLINTH , Supplying and laying Brick work in superstructure aboveplinth level including supplying and laying good quality bricksconforming to BIS std. of specified class and above, satisfying efflorescene,water absorbtion and dimension test as per IS code) in superstructureusing Cement Mortar 1:5(1part cement : 5 part coarse sand) includingraking out joints, curing, soaking of bricks, providing recesses,openings,scaffolding,staging,curing,raking out joints etc. complete as directed

1. R.H.S. SIDE B/WALL

2. For Brick Column 460 *690 at 2.26 m c/c

3. FRONT SIDE BOUNDARY WALL

4. For Brick Column 460 *690 at 2.26 m c/c

5. FOR MISC | 146.036 | M3

9018853 | PLASTER 12MM CS 1:5

12mm thick with 1:5 (1 cement: 2 parts of fine sand: 3 parts of coarse sand).

CEMENT PLASTER Providing cement plaster finished including cleaning,hacking of base surfaces, scaffolding,curing,finishing etc. all complete for all heights as per specifications and directions of Engineer-in-charge including grooves, bands, drip moulder where ever required as specified. also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.(Payment will be made separately for chicken wire mesh).

1. R.H.S. SIDE B/WALL

2. BRICK COLUMN

3. FRONT SIDE B/WALL

4. BRICK COLUMN

5. FOR APPRON AND MISC | 990.800 | M2

9018854 | PLASTER 18MM CS 1:5

18mm thick with 1:5 (1 cement: 2 parts of fine sand: 3 parts of coarse sand).

CEMENT PLASTER Providing cement plaster finished including cleaning,hacking of base surfaces, scaffolding,curing,finishing etc. all complete for all heights as per specifications and directions of Engineer-in-charge including grooves, bands, drip moulder where ever required as specified. also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.(Payment will be made separately for chicken wire mesh).

1. FRONT SIDE B/WALL

2. R.H.S. SIDE B/WALL

3. FOR APPRON AND MISC | 540.000 | M2

9018860 | DISMANTL PCC

Dismantling of plain cement concrete of any grade manually/ by mechanical means including disposal ofmaterials outside premises to an unobjectionable place or, approved dumping ground of local publicDevelopment / Municipal Authority as per direction of Engineer-in- Charge.Note : The rates are applicable for all heights / depths and floorsincluding scaffolding , etc complete. | 20.00 | M3

9018862 | DISMANTL BRICK MASON

Dismantling brick masonry/reinforced brick masonry along with plaster in cement mortar manually/ by mechanical means and including stacking of serviceable materials and disposal of unserviceable materials outside our premises to an unobjectionable place as per direction of Engineer-in- Charge.Note : The rates are applicable for all heights / depths and floors including scaffolding, etc complete.v | 150.00 | M3

9018867 | DISMANTL STR STEEL

Dismantling structural steel work in RS joints, flats, tee and channels etc.including dismembering at all heights and gas cutting if required and stacking the serviceable material and disposal of unserviceable material outside the premises to an unobjectionable place to an unobjectionable place to an unobjectionable place as per direction of Engineer-in- Charge.Note : The rates are applicable for all heights / depths and floorsincluding scaffolding, providing temporary bracings as required etc complete. | 200.00 | KG

9018920 | S/F FENCE BARBED WIRE

FENCING 2 PLY BARBED WIRE Supplying and fixing 2 ply 12 gauge four pointGI barbed wire with necessary GI staple clips, straining bolts etc.,tensioning the barbed wire etc. all complete as directed and specified(height upto 5.0 m measured above finished G.L) payment will be made perstrand per meter. | 1470.000 | M

9018933 | BLD PNT EXTERIOR

2 coats of Anti - Fungal, Anti - Algai Exterior Paint .

Preparing surface and painting of approved make, shade and quality in all heights of walls,ceiling, sun sheds fins etc. incl. providing scaffolding,pitting in plaster to be made good, cleaning with coir brush & sand paper, curing and supply of all materials and labour complete. The finished surface shall be even and uniform.The application of paint shall conform to Manufacturer's recommendation and as per the directions of Enginner-in-Charge.

1. FRONT SIDE B/WALL

2. BRICK COLUMN

3. R.H.S. SIDE B/WALL

4. BRICK COLUMN

5. EXISTING B/WALL

6. BRICK COLUMN | 2096.120 | M2

9018934 | BLD PNT RED OXIDE 2C

Preparing surface and painting of approved make, shade and quality in all heights of walls,ceiling, sun sheds fins etc. incl. providing scaffolding,pitting in plaster to be made good, cleaning with coir brush & sand paper, curing and supply of all materials and labour complete. The finished surface shall be even and uniform.The application of paint shall conform to Manufacturer's recommendation and as per the directions of Enginner-in-Charge. | 300.000 | M2

9018938 | BLD PNT ENML 2C

2 coats of Synthetic Enamel Paint

Preparing surface and painting of approved make, shade and quality in all heights of walls,ceiling, sun sheds fins etc. incl. providing scaffolding,pitting in plaster to be made good, cleaning with coir brush & sand paper, curing and supply of all materials and labour complete. The finished surface shall be even and uniform.The application of paint shall conform to Manufacturer's recommendation and as per the directions of Enginner-in-Charge. | 300.000 | M2

SUB TOTAL- C | TOTAL

TOTAL SUB TOTAL A+B+C