OFFLOADED CIVIL WORKS OF CITY GATE STATION (CGS-2) DAHIYAR AT DARBHANGA GA IN STATE OF BIHAR

SCHEDULE OF RATES, CIVIL-STRUCTURAL AND ARCHITECTURAL

CITY GAS DISTRIBUTION PROJECT OF (CGS-2) DAHIYAR AT DARBHANGA GA BIHAR

SL. NO. | ITEM NO. | ITEM DESCRIPTION | UNIT | Quantity | UNIT RATE

(INCLUSIVE OF ALL APPLICABLE TAXES & DUTIES EXCEPT GST) | TOTAL AMOUNT

(INCLUSIVE OF ALL APPLICABLE TAXES & DUTIES EXCEPT GST) | REMARKS

CURRENCY………… | CURRENCY…………

A | Boundary Wall

1 | CV001.00.00 | EARTHWORK

CV001.01.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas including getting out and disposal of excavated earth lead up to 50 m and depth upto 1.5 m, as directed by the Engineer-in-Charge. | Original Qty.

CV001.01.01 | All kinds of soil except Hard rock | CUM |

CV001.01.02 | Hard Rock (Blasting prohibited) | CUM |

CV001.02.00 | Earth work in excavation by manual means over areas including getting out and disposal of excavated earth lead up to 50 m and depth upto 1.5 m, as directed by the Engineer-in-Charge.

CV001.02.01 | All kinds of soil except Hard rock | CUM |

CV001.03.00 | Filling available excavated earth (excluding rock) for all depths in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m including compacted up to 95% to its MDD carrying field density test to a certain compaction of soil complte in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer in charge. | CUM |

CV001.04.00 | Area filling with Borrowed soil : Supplying and filling of local earth (including royalty) by mechanical transport, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete including compacted up to 95% to its Maximum Dry Density by carrying field density test to a certain compaction of soil complete in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer in charge. | CUM | 2000 |

CV001.05.00 | EARTH FILLING Supplying & filling approved quality murrum in 150 mm thick layer well compacted after sprinkling required quantity of water. The consolidation shall be done using 8-10 ton roller. Measurement shall be taken only after compaction. Brought from outside upto a max of 350Cum | CUM |

CV001.06.00 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial lead of 100M including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids)

i) Upto 1.0Km. | CUM |

2 | CV002.00.00 | PLAIN CEMENT CONCRETE

CV002.01.00 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work in superstructure and sub structure

CV002.01.01 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | CUM |

3 | CV003.00.00 | REINFORCED CEMENT CONCRETE

CV003.01.00 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work in superstructure / substructure.

CV003.01.01 | 1:1:2 (1 cement : 1 coarse sand (zone-III): 2 graded stone aggregate 20 mm nominal size) | CUM | 103 |

4 | CV004.00.00 | STEEL REINFORCEMENT

CV004.01.00 | Steel reinforcement of Thermo-Mechanically treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all depths and all heights. | KG | 13000 |

5 | CV006.00.00 | BRICK MASONRY

CV006.01.00 | Providing and laying brick masonry using selected quality burnt clay FPS bricks of class designation 7.5 in superstructure laid in cement mortar 1:6 (1 cement : 6 coarse sand) mix, joints finished, including scaffolding, curing complete as per specification and drawing or as directed by Engineer in charge | CUM | 75 |

CV006.02.00 | Providing and laying brick masonry using selected quality burnt clay FPS bricks of class designation 7.5 in substructure laid in cement mortar 1:6 (1 cement : 6 coarse sand) mix, joints finished, including scaffolding, curing complete as per specification and drawing or as directed by Engineer in charge | CUM | 41 |

6 | CV007.00.00 | PLASTERING

CV007.01.00 | Providing and laying 15 mm cement plaster on the rough side of single or half brick wall on surfaces with fine sand including curing etc. all completed along with associated works as per approved drawing, Technical specification and direction of Engineer-In-Charge.

CV007.01.01 | 1:4 (1 cement : 4 fine sand) | SQM |

CV007.01.02 | 1:6 (1 cement : 6 fine sand) | SQM |

CV007.02.00 | Neat cement punning | SQM |

7 | CV008.00.00 | FINISHING

CV008.01.00 | PRIMER CUM SEALER COAT: Providing and Applying an additional coat of Alkali resistant Primer-cum-Sealer with silicone additives on alkalyne and moistured surface to reduce efflorescence effect on interior and exterior surfaces. | SQM |

CV008.02.00 | BLD PNT EXT WEATH PROOF 1PR 2 COATS.

EXT WEATH PROOF: Painting with exterior grade weather proof paint of approved brand & make (Weather shield/Apex) on exterior walls over a coat of Exterior Primer as recommended by manufactures after cleaning and washing with Pressure Water Jet to remove all dust, dirt, fungi/algae, loose paint films, scale etc. - 2 or more coats | SQM |

CV008.03.00 | BLD PNT ACRY EMULSION PAINT - 2 COATS.

Cleaning the surface thoroughly and removing all dirts by scraping with sand paper, providing and applying PLASTIC EMULSION PAINT of approved make on old surface / new surface including the cost of all materials n labour up to the satisfaction of Engineer-in-Charge.

Note : The rates are applicable for all heights / depths and floors including scaffolding, unless otherwise specified. 2 COATS | SQM |

CV008.04.00 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | SQM |

8 | CV009.00.00 | GI CHAIN LINK FENCING & GATE

CV009.01.00 | CHAIN LINK FENCING 1.35m Ht. Supplying and erecting chainlink fencing 1.35m high on the angle iron posts atapproximately 2.5m centre to centre embedded in CC 1:3:6as per ourstandard drawing no E.1S.01.001 incl. supplying 3 strands GI barbed wire12 SWG with 4 points on 0.4m high bent arm on top of angle iron postsincl. painting vertical post with 2coats each of Red oxide and aluminiumpaint. | RM |

CV009.02.00 | Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts including 'Y' shaped overhang for barbed wire fencing conforming to IS:2062, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender , cutting brick/rubble/concrete surfaces if necessary, grouting with 1:3 cement mortar with all labour, materials including cost of grout etc. complete as per drawings, specifications and directions of Engineer-in-Charge. (All materials including cement shall be supplied by contractor.) | KG |

CV009.03.00 | Providing and fixing in position Steel Entrance Gates consisting of MC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework @100mm c/c, 3mm thick M.S. sheet boxing, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (75mm x 75mm x 6mm M.S. angles, bolt, washers) and M.S. hold fast grouted with M-15 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per attached standard drawing.(Provision of Emergency gate) | KG | 5000 |

CV009.04.00 | FENCING/BOUNDARY WALL Supplying and fixing GI barbed wire (12 SWG with 4 points) strand (horizontal; vertical; diagonal) to the existing fencing wherever necessary as instructed complete incl. Hooks; bolts; clamps etc.(four rows of wire) | RM |

CV009.05.00 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, spring core wire (2.5 mm thick)of high tensile strength of165kg/sq. mm with tape (0.52mm thick) and weight 43.478 gm/metre and fixing the same with existing Y-shaped angle iron placed 2m apart and with 6 horizontal R.B.T. (Reinforced Barbed Tape)wire, stud tied with G.I.staple sand G.I.clips to retain horizontal, including necessary bolts , all complete as per direction of Engineer-incharge. Note-1) Total height of boundary wall including concertina coil fencing will be about 10 feet from ground le vel (higher of level on both sides ) 2 ) Cost of M.S. angle(Y –shape) shall be paid separately. | RM | 800 |

B | Equipment Foundations

9 | CV001.00.00 | Earthwork

CV001.01.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas including getting out and disposal of excavated earth lead up to 50 m and depth upto 1.5 m, as directed by the Engineer-in-Charge.

CV001.01.01 | All kinds of soil except Hard rock | CUM |

CV001.01.02 | Hard Rock (Blasting prohibited) | CUM |

CV001.02.00 | Earth work in excavation by manual means over areas including getting out and disposal of excavated earth lead up to 50 m and depth upto 1.5 m, as directed by the Engineer-in-Charge.

CV001.02.01 | All kinds of soil except Hard rock | CUM |

CV001.03.00 | Filling available excavated earth (excluding rock) for all depths in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m including compacted up to 95% to its MDD carrying field density test to a certain compaction of soil complte in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer in charge. | CUM |

CV001.04.00 | Area filling with Borrowed soil : Supplying and filling of local earth (including royalty) by mechanical transport, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete including compacted up to 95% to its Maximum Dry Density by carrying field density test to a certain compaction of soil complete in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer in charge. | CUM |

CV001.05.00 | EARTH FILLING Supplying & filling approved quality murrum in 150 mm thick layer well compacted after sprinkling required quantity of water. The consolidation shall be done using 8-10 ton roller. Measurement shall be taken only after compaction. Brought from outside upto a max of 350Cum | CUM |

CV001.06.00 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial lead of 100M including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids)

i) Upto 1.0Km. | CUM |

10 | CV002.00.00 | PLAIN CEMENT CONCRETE

CV002.01.00 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work in superstructure and sub structure

CV002.01.02 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | CUM |

11 | CV003.00.00 | REINFORCED CEMENT CONCRETE

CV003.01.00 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work in superstructure / substructure.

CV003.01.01 | 1:1:2 (1 cement : 1 coarse sand (zone-III): 2 graded stone aggregate 20 mm nominal size) | CUM | 50 |

12 | CV004.00.00 | STEEL REINFORCEMENT

CV004.01.00 | Steel reinforcement of Thermo-Mechanically treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all depths and all heights. | KG | 5500 |

13 | CV010.00.00 | GROUTING

CV010.01.00 | Providing and laying manually at all positions a ready mix non-shrink cementitious grout of minimum compressive strength of 45 N/mm2 for specified works e.g. base grouting of rotating equipment and other installation complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. | KG | 4000 |

14 | CV011.00.00 | STRUCTURAL STEEL

CV011.01.00 | Supplying, Fabricating & Erecting in position steel structures fabricated out of MS Girders, channels, Tees, angle, flats, plate, square hollow sections pipes etc. conforming to IS:2062 and/or from pipes conforming to IS:1161 for structural purpose for cascade supporting structure, loading/unloading platform, Gratings for platform, catladder,handrails, hoardings for sinages,Lcv stand, SS Tube supports, SS tube trench covers etc. of any size/dia for required design including cutting, welding, bolting, hoisting, fixing in position, including application of one coat of primer at shop and second coat of primer at site after erection and two coats of finishing paint at site .The work is to be completed in all respect as per specification ,scope of work, detailed construction drawings and directions of the Engineer-in-charge. | KG | 2000 |

C | CONTROL BUILDING & GUARD ROOM

CV001.00.00 | Earthwork

15 | CV001.01.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas including getting out and disposal of excavated earth lead up to 50 m and depth upto 1.5 m, as directed by the Engineer-in-Charge.

CV001.01.01 | All kinds of soil except Hard rock | CUM |

CV001.01.02 | Hard Rock (Blasting prohibited) | CUM |

CV001.02.00 | Earth work in excavation by manual means over areas including getting out and disposal of excavated earth lead up to 50 m and depth upto 1.5 m, as directed by the Engineer-in-Charge.

CV001.02.01 | All kinds of soil except Hard rock | CUM |

CV001.03.00 | Filling available excavated earth (excluding rock) for all depths in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m including compacted up to 95% to its MDD carrying field density test to a certain compaction of soil complte in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer in charge. | CUM |

CV001.04.00 | Area filling with Borrowed soil : Supplying and filling of local earth (including royalty) by mechanical transport, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete including compacted up to 95% to its Maximum Dry Density by carrying field density test to a certain compaction of soil complete in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer in charge. | CUM |

CV001.05.00 | EARTH FILLING Supplying & filling approved quality murrum in 150 mm thick layer well compacted after sprinkling required quantity of water. The consolidation shall be done using 8-10 ton roller. Measurement shall be taken only after compaction. Brought from outside upto a max of 350Cum | CUM |

CV001.06.00 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial lead of 100M including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids)

i) Upto 1.0Km. | CUM |

16 | CV002.00.00 | PLAIN CEMENT CONCRETE

CV002.01.00 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work in superstructure and sub structure

CV002.01.02 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | CUM |

17 | CV003.00.00 | REINFORCED CEMENT CONCRETE

CV003.01.00 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work in superstructure / substructure.

CV003.01.01 | 1:1:2 (1 cement : 1 coarse sand (zone-III): 2 graded stone aggregate 20 mm nominal size) | CUM | 90 |

18 | CV004.00.00 | STEEL REINFORCEMENT

CV004.01.00 | Steel reinforcement of Thermo-Mechanically treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all depths and all heights. | KG | 9900 |

19 | CV012.00.00 | RUBBLE SOLING

CV012.01.00 | Providing and laying of 225mm thick dry rubble stone soling with cement mortar (1:6) under foundations, PCC or wherever required as per direction of Engineer-In-Charge and drawings including hand packing, filling the interstices with chips, spalls and binding with grit and selected murrum/coarse sand, watering, compaction by hand ramming etc. complete in all respect all completed along with associated works as per approved drawing, Technical specification and direction of Engineer-In-Charge.

(Boulders of size 100mm to 150mm size shall be provided) | CUM |

CV012.02.00 | Providing and laying Hand Packed Rubble Cut Stone Soling of size 60 to 80mm in flooring / driveway duly consolidated. approved quality, as close as possible, hand packing with stone chippings to fill the voids, laying murrum, hand ramming, watering, well consolidating complete as per specifications, drawings and instructions including preparation of bed and dressing the same to proper level etc complete. | CUM | 10 |

20 | CV006.00.00 | BRICK MASONRY

CV006.01.00 | Providing and laying brick masonry using selected quality burnt clay bricks of class designation 7.5 in superstructure above plinth level for all floors laid in cement mortar 1:4 (1 cement: 4 coarse sand) mix, joints finished, including scaffolding, curing complete as per specification and drawing or as directed by Engineer in charge | CUM | 60 |

CV006.02.00 | Providing and laying HALF BRICK MASONRY with bricks of CLASS 7.5 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification.ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. | SQM |

CV006.03.00 | Brick masonry work in foundation using best quality, locally available fly ash bricks with a compressive strength of min 35 kg/sqcm In CM 1:6 | CUM |

21 | CV007.00.00 | PLASTERING

CV007.01.00 | Providing and laying 15 mm cement plaster on the rough side of single or half brick wall on surfaces with fine sand including curing etc. all completed along with associated works as per approved drawing, Technical specification and direction of Engineer-In-Charge.

CV007.01.01 | 1:4 (1 cement : 4 fine sand) | SQM |

CV007.01.02 | 1:6 (1 cement : 6 fine sand) | SQM |

CV007.02.00 | Neat cement punning. | SQM |

CV007.03.00 | Providing and laying 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) on ceiling surfaces with fine sand including curing etc. all completed along with associated works as per approved drawing, Technical specification and direction of Engineer-In-Charge. | SQM |

22 | CV008.00.00 | FINISHING

CV008.01.00 | Painting of External walls:- Providing & applying 3 coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces,base primer, curing etc. all complete | SQM |

CV008.02.00 | Painting of Internal walls:- Providing & applying 2 coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces,base primer, curing etc. all complete | SQM |

23 | CV013.00.00 | FLOOR FINISHING, SKIRTING, DADOS

CV013.01.00 | Providing and fixing granite slabs of 17 to 19 mm thk machine cut, machine polished in nominal sizes, in flooring or steps etc. Slabs to be laid to proper line, level and joints with required thickness of cement bedding in 1:4 including curing complete as per specification.Rate to include cost of polishing etc. complete. Granite slab 1 4'' chamfer on both the sides wherever required etc. complete, Basic cost of granite Rs. 125 - per sqft.) | SQM |

CV013.02.00 | Supplying & fixing precast/prefabricated kerb slab in all shapes & sizes as approved by site incharge of 1:2:4 cement concrete and fixed with cement mortar 1:2 incl. Centering & shuttering etc.thickness 50mm slab. Complete.

Note: Reinforcement, if any shall be paid in separate SOR item | SQM |

CV013.03.00 | Providing and laying 1st quality ceramic tiles of any size of approved quality, colour, shade and make Grade shade finish on 20mm thick 1:4 mortar (1 cement : 4 coarse sand) bedding for flooring wall dado including finishing of joints with white cement admixed with pigment of matching shade etc. complete. (Basic rate of tile Rs. 40 - per Sqft) | SQM |

CV013.04.00 | Providing and laying 1st quality ceramic tiles of anti-skid type Group-V of minimum thickness 8 mm of any size, of approved quality make finish on 20mm thick 1:4 (1 cement : 4 coarse sand) mortar bedding for flooring wall dado including finishing of joints with white pigment of matching shade etc. complete. Basic cost of tile Rs. 50 - per sqft | SQM |

CV013.05.00 | Providing, laying and fixing the following tiles of approved shade, colour quality and make in cement mortar 1:3 including 20 mm thick mortar bed on flooring, skirting or wall dado, filling joints with cement admixed with matching pigments and cleaning etc.complete as directed in the required pattern. No extra shall be paid for additonal thickness of bedding to match adjoining floor level. Vitrified tiles of upto size 60x60cm (Basic rate: Rs. 60 per Sqft) | SQM |

CV013.06.00 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | SQM |

CV013.07.00 | FLOORING PVC flooring to existing flooring with pesting/cutting/levelling as per requirment and approved shade & make as directed by EO 2mm thick | SQ.M. |

CV013.08.00 | FLOORING Providing and laying Polished Kota stone flooring /skirting as per required size of thickness 20-25 mm in1:4 cement mortar including curing polishing etc. complete. | SQ.M. |

CV013.09.00 | Supplying and spreading stone aggregate of required size to achieve the required thickness as mentioned below, followed by supplying and spreading 12 mm down stone aggregate to fill voids,re-rolling the samewith 8 - 10 ton roller, followed by supplying and spreading binding material of plasticity index upto 6% such as murrum or quarry dust or approved quality earth, consolidating the same withoptimum water moisture till the surface is evenly and denselyconsolidate to achieve. NOTE : Please note that each layer of stone aggregate has to be consolidated with 8 - 10 ton roller. During the murrum filling, watering should be done per each run of the roller and minimum 5 such runs have to be undertaken on subgrade. During each such run if any void is observed after watering the same shall be filledusing 1:1mix of 12 mm metal & murrum. The spreading of binding material ,sprinkling of water, sweeping with a broom and rolling shall continue until the slurry that is formed well after filling the voids formed ahead of the wheels of the moving roller and any undulations in the surface developed due to rolling shall be made good. The rates should be inclusive of all cost of equipment, material, labour etc.100 mm thick compacted WBM using stone aggregate of size 45- 63 mm | SQ.M. | 850 |

24 | CV014.00.00 | MISCELLANEOUS

CV014.01.00 | 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 | RM |

CV014.01.00 | 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 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each |

CV014.02.00 | Supplying and fixing in position false ceiling with 12.5 mm thick Gypsum tiles of India Gypsum, of size 595 x 595 mm, with standard and approved precoated GI supporting arrangement suspendedfrom RCC slab with all accessories such as screws, cleats, adjustablesuspension rods, runners and Tees etc., including making suitable openings for air-conditioning grill, light fittings, troughs etc., andpainting false ceiling board with two coats of acrylic/ plastic emulsion paints of approved make and shade over and a coat of primer complete with all bye works at all locations and heights and as per drawings andmanufacturers specifications and instruction of Engineer Incharge. | SQM |

25 | CV015.00.00 | PLUMBING & SANITARY

CV015.01.00 | Providing and fixing on wall face 110 mm dia Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including all fittings & accessories & including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes : | RM |

CV015.02.00 | Providing and fixing safety guard with 80 mm heavy duty G.I. Pipe (Size 450 deep and 300 width inside) grouted with ready mix high strength grout mortor of approved manufacturer and painted with approved quality paint as per scope of work, detailed construction drawings, technical specifications and directions of Engineer-In-Charge. [Rate to include cost of all labour, tools, tackles etc. complete]. | RM |

CV015.03.00 | Internal Plumbing work - Exposed on wall- Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

CV015.03.01 | 15 mm dia nominal bore | RM |

CV015.03.02 | 20 mm dia nominal bore | RM |

CV015.04.00 | External work- Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work

CV015.04.01 | 25 mm dia nominal bore | RM |

CV015.04.02 | 32 mm dia nominal bore | RM |

CV015.04.03 | 40 mm dia nominal bore | RM |

CV015.04.04 | 50 mm dia nominal bore | RM |

CV015.04.05 | 65 mm dia nominal bore | RM |

CV015.04.06 | 80mm dia nominal bore | RM |

CV015.05.00 | Providing and placing on terrace (at all floor levels) polyethylene circular water storage tank (Ref. Make: SINTEX or approved equivalent), IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | PER LITRE |

CV015.06.00 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :

CV015.06.01 | 100 mm dia pipe | RM |

CV015.06.02 | 150mm dia pipe | RM |

CV015.07.00 | SANITARY Supplying and laying B class G.I. pipeline incl. cutting threading; testing for water/air complete with fittings like couplings; tees; nipples and elbows incl. the excavation/ backfilling the trench and also along the wall with the necessary fittings : GST, TATA with R Brand fittings 19mm dia | RM |

CV015.08.00 | SANITARY Supplying and laying B class G.I. pipeline incl. cutting threading; testing for water/air complete with fittings like couplings; tees; nipples and elbows incl. the excavation/ backfilling the trench and also along the wall with the necessary fittings : GST, TATA with R Brand fittings 25mm dia | RM |

CV015.09.00 | SANITARY Supplying and laying B class G.I. pipeline incl. cutting threading; testing for water/air complete with fittings like couplings; tees; nipples and elbows incl. the excavation/ backfilling the trench and also along the wall with the necessary fittings : GST, TATA with R Brand fittings 40mm dia | RM |

CV015.10.00 | SANITARY Providing and fixing 600 x 450mm bevelled edge mirror of superior glass of approved quality with 6mm thick asbestos cement sheet ground fixed to wooden cleats with CP brass screws and washers complete as required. | EA |

CV015.11.00 | SANITARY Supplying and fixing pipeline fittings G.I. 12 mm dia ELBOW 25MM | EA |

CV015.12.00 | SANITARY Supplying and fixing pipeline fittings G.I. 12 mm dia UNION 25MM | EA |

CV015.13.00 | SANITARY Supplying and fixing pipeline fittings G.I. 12 mm dia ELBOW 40MM | EA |

CV015.14.00 | SANITARY Supplying and fixing pipeline fittings G.I. 12 mm dia UNION 40MM | EA |

CV015.15.00 | 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

CV015.15.01 | 100 mm dia pipe | M |

CV015.15.02 | 150mm dia pipe | M |

CV015.15.00 | Providing and fixing ball valve (brass) of approved quality, High or low pressure with plastic floats complete

CV015.15.01 | 20 mm nominal bore | EACH |

CV015.15.02 | 25 mm nominal bore | EACH |

CV015.16.00 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :

CV015.16.01 | W.C. pan with ISI marked white solid plastic seat and lid. | EACH |

CV015.17.00 | Supplying, fitting and fixing white glazed vitreous china wash basin of superior 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. | EACH |

CV015.18.00 | Providing and fixing 32 mm diameter flexiple P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : | EACH |

CV015.19.00 | C.P.V.C. PIPES : Internal Work - Exposed on wall : Providing and fixing 15 mm nominal outer dia 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 the Engineer-In-Charge. | METRE |

CV015.20.00 | 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 the Engineer-In-Charge.

CV015.20.01 | 20 mm nominal outer dia | METRE |

CV015.20.02 | 150 mm nominal outer dia pipes | METRE |

CV015.21.00 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of the Engineer-In-Charge. Concealed work, including cutting chases and making good the walls etc.

CV015.21.01 | 15 mm nominal outer dia | METRE |

CV015.21.02 | 20 mm nominal outer dia pipes | METRE |

CV015.22.00 | BRASS FITTINGS- Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

CV015.22.01 | 25 mm nominal bore | EACH |

CV015.22.02 | 32 mm nominal bore | EACH |

CV015.23.00 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

CV015.23.01 | 15 mm nominal bore | EACH |

CV015.24.00 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. :

CV015.24.01 | Bib Cock (approved MAKE) 15 MM DIA | EACH |

CV015.25.00 | Providing and fixing C.P. brass angle valve for of approved quality conforming to IS:8931 including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. :

CV015.25.01 | Angle Valve (approved make) 15 MM DIA | EACH |

CV015.26.00 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

a) 150 mm diameter

CV015.26.01 | 150 mm diameter | METRE |

CV015.27.00 | supplying SW yard gully trap of specified size conforming to IS 651,with CI grating 150mm x 150mm and water tight light weight CI covers(not less than 7.5 Kgs) conforming to IS:1726 of size 300x300mm paintedwith two coats of bitumastic paint and seated in cement concrete 1:2:4including brick masonry in CM (1:4) plastered neatly with 15mm thick CM(1:3) on both faces, 150mm thick PCC bed of grade 1:4:8, necessaryexcavation,dewatering, backfilling, curing etc. complete at all leadsand lifts as per drawings, specifications and instructions of theEngineer Incharge.

CV015.27.01 | 100 x 100 mm size P Type | EACH |

CV015.28.00 | 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. :

CV015.28.01 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | EACH |

CV015.29.00 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coarse aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.

CV015.29.01 | For 30 Users | EACH |

CV015.30.00 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete

CV015.30.01 | 600mm dia RCC pipes (NP3 Grade) | RM |

26 | CV016.00.00 | DOORS, WINDOWS, VENTILATORS & ROLLING SHUTTER

CV016.01.00 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) :

CV016.01.01 | For fixed portion : Powder coated aluminium (Minimum thickness of powder coating 50 micron) | KG |

CV016.01.02 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. (Fittings shall be paid for separately) : Powder coated aluminium (Minimum thickness of powder coating 50 micron) | KG |

CV016.01.03 | Providing and fixing glazing with float glass panes of 5.0 mm thickness (Weight not less than 12.5 kg/sqm.)in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-In-Charge. (Cost of aluminium snap beading shall be paid in basic item) | SQM |

CV016.01.04 | Providing and fixing double action hydraulic floor spring with stainless steel cover plate of minimum 1.25 mm thickness of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-In-Charge. : | EACH |

CV016.01.05 | Providing and fixing Anodized AC-15) Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 100 mm long with SS screws etc .complete as per direction of the Engineer-In-Charge. | EACH |

CV016.01.06 | Providing and fixing on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per instructions of the Engineer-in-Charge. | SQM |

CV016.02.00 | Providing and Fixing Pull & Push type Steel Rolling Shutters of 18 gauge MS plate of deep - convex corrugations complete with one piece construction, side guide 2 1/2 In. x 1 In. of 18 gauge plate, brackets, suspension shafts, top rolling spring, locking device, hood cover etc. include 2 coats of primer and 2 coats of enamel paint of approved colour. | M2 |

27 | CV017.00.00 | PLINTH PROTECTION

CV017.01.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | SQM |

CV018.01.00 | Providing and laying 40 mm thick CC 1:2:4 Damp Proof Course with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 12.5 mm down size) laid to proper level & line etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | SQM |

29 | CV021.00.00 | Mandatory Sign

CV021.01.00 | 4mm thick. ACM (Aluminium Composite Material) sheets cladded on structural framework. Matter / Logo in Retro Reflective Sheeting duly pasted on ACM in required size & shape, all complete with bye works | SQ.M. |

30 | CV022.00.00 | S.S. TUBE TRENCH

CV022.01.00 | providing and constructing SS tube trench (depth 600 mm) in 16mm thick MS Plate Cover with the backing Stifner alongwith edge angle ISA 50X50X6 on both sides of trench and fixing of ISA 50X50X6 for pipe tray @ 1000mm, plastering of wall with 12 mm in CM 1:5 complete in all respect as per scope of work detailed construction drawings, technical specifications and directions of Engineer-In-Charge. Item includes excavation, brickwork, PCC.

CV022.01.02 | 600*450mm(inner dimension) | RM |

31 | CV023.00.00 | WATER PROOFING

CV023.01.00 | Waterproofing the roof slab with roof, dr fixit or equivalent waterproofing compound mixed with cement slurry with 2 coats of 1mm thickness recommended by manufacturer. | SQ.M. |

32 | CV024.00.00 | ANTI-TERMITE TREATMENT

CV024.01.00 | Providing preconstruction anti-termite treatment in column-footing pits, wall trenches, top surface of plinth filling, including to external perimeter of buidling below (External area of the plinth will be paid for all the above total operations) | SQ.M. |

33 | CV025.00.00 | BOREWELL

CV025.01.00 | Supply, laying, drilling and commissioning of G.I Bore well of 150mm Diameter and upto 100m depth including submersible pump with all accessories, panel, wiring and all other works required to make it operational all complete in all respects as per scope of work and directions of the Engineer-in-charge. Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire, charges, supply of all materials including pipes, water meter, valves, boring, priming, cabling, pumps, clearing, earthwork, etc. with all bye works and sundry works and consumables. | LS |

34 | CV026.00.00 | PAVER BLOCKS & KERB STONE

CV026.01.00 | Providing and laying factory made chamfered edge Cement Concrete paver (Hydraulic paver) blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of the Engineer-in-Charge.

CV026.01.01 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. | SQ.M. | 800 |

CV026.02.00 | Providing and fixing precast concrete Kerb stones (125 wide X 300 deep) of M-30 grade or equivalent of approved make and shape at or near ground level as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC M-10 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. | SQ.M. |

35 | CV027.00.00 | Concrete Pavement (VPC-SS-CS-006)

CV027.01.00 | Providing and laying Reinforced cement concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge (excluding cost of providing and fixing reinforcement & joint sealing).

For RCC of M-30 grade concrete

(all materials including cement shall be supplied by contractor) | CUM | 2 |