BFP: Development of store facilities at SSE/PW/N/AGC office

width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil. 2.25 169.92 cum 196.00 33304.32 AT Par 33304.32

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 and for all lift. 4.1.5 44.00 cum 7294.70 320966.80 AT Par 320966.80 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 4.10 50.00 Sqm 410.85 20542.50 AT Par 20542.50

course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 4.17 90.00 Sqm 749.30 67437.00 AT Par 67437.00 Description:- CONCRETE WORK // MISCELLANEOUS // Making plinth protection 50 mm thick of

stone aggregate 20 mm nominal size derived from natural sources) 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. 5.9.1 275.00 Sqm 392.15 107841.25 AT Par 107841.25 6 AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.2 300.00 Sqm 842.50 252750.00 AT Par 252750.00

including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 5.9.3 410.00 Sqm 927.25 380172.50 AT Par 380172.50

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 5.9.5 440.00 Sqm 736.40 324016.00 AT Par 324016.00

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers 5.9.6 300.00 Sqm 961.30 288390.00 AT Par 288390.00

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 5.22.6 27000.00 Kg 107.85 2911950.00 AT Par 2911950.00 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.33.1.1 170.00 cum 9504.75 1615807.50 AT Par 1615807.50 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 185.00 cum 9860.40 1824174.00 AT Par 1824174.00 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.35 85.00 Quintal 733.50 62347.50 AT Par 62347.50

extra cement in the items of design mix over and above the specified cement content therein. 6.1.1 68.00 cum 7370.65 501204.20 AT Par 501204.20

modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:4 (1 cement :

modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:4 (1 cement : 4 coarse sand) 8.31 20.00 Sqm 1267.95 25359.00 AT Par 25359.00 Description:- CLADDING WORK // STONE WORK DRY CLADDING // Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of

by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 9.48.1 100.00 Kg 219.10 21910.00 AT Par 21910.00 18 AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY 18 Description:- WOOD AND P.V.C. WORK // MISCELLANEOUS-WOOD WORK // Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. // Fixed to steel windows by welding 9.56.2 48.00 Each 62.05 2978.40 AT Par 2978.40

ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : // 100x75x3.50 mm 9.62.1 16.00 Each 216.55 3464.80 AT Par 3464.80

OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) // 300x16 mm 9.63.2 8.00 Each 69.40 555.20 AT Par 555.20

OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) // 200x10 mm 9.66.1 16.00 Each 39.95 639.20 AT Par 639.20

OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) // 125 mm 9.135.2 60.00 Sqm 1228.00 73680.00 AT Par 73680.00 Description:- WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing fly

with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. // With 12 mm mild steel U beading 10.2 6300.00 Kg 133.70 842310.00 AT Par 842310.00

sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.17 10.00 Each 226.00 2260.00 AT Par 2260.00

dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. 10.19 150.00 Kg 97.20 14580.00 AT Par 14580.00

with nuts and washer plates complete. 10.30.1 30.00 Sqm 1064.65 31939.50 AT Par 31939.50

clips in steel doors, windows, clerestory windows, all complete with : // 4.0 mm thick glass panes 10.31 200.00 Kg 130.50 26100.00 AT Par 26100.00 Description:- STEEL WORK // General // Providing and fixing angle iron frames for doors, windows

iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 11.7 42.00 cum 8595.15 360996.30 AT Par 360996.30

sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. 11.37 20.00 Sqm 1096.55 21931.00 AT Par 21931.00 Description:- FLOORING // CERAMIC GLAZED TILES // Providing and laying Ceramic glazed floor

to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 11.41.2 185.00 Sqm 1553.45 287388.25 AT Par 287388.25 Description:- FLOORING // VITRIFIED FLOOR TILES // Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%

cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. // Size of Tile 600x600 mm 11.26.1 185.00 Sqm 1948.25 360426.25 AT Par 360426.25 32 AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY 32 Description:- FLOORING // KOTA STONE FLOORING // Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : // 25 mm thick 11.56.1 42.00 Sqm 4481.30 188214.60 AT Par 188214.60 Description:- FLOORING // VITRIFIED FLOOR TILES // Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all

base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. // Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 12.41.2 50.00 Metre 377.40 18870.00 AT Par 18870.00 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face

ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. //

12.42.5.2 28.00 Each 150.35 4209.80 AT Par 4209.80 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face

conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Bend 87.5 degree // 110 mm bend 12.50 210.00 Sqm 738.65 155116.50 AT Par 155116.50 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel

Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 13.2.1 840.00 Sqm 399.45 335538.00 AT Par 335538.00

rough side of single or half brick wall of mix : // 1:4 (1 cement: 4 fine sand) 13.41.1 420.00 Sqm 185.65 77973.00 AT Par 77973.00 Description:- FINISHING // INTERIOR FINISHING // Distempering with 1st quality acrylic distemper

required shade and colour all complete to achieve even shade and colour : // New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 13.61.1 100.00 Sqm 155.90 15590.00 AT Par 15590.00

approved brand and manufacture to give an even shade : // Two or more coats on new work 13.63.1 200.00 Sqm 146.80 29360.00 AT Par 29360.00

brand and manufacture to give an even shade . // Two or more coats on new work 13.46.1 900.00 Sqm 160.60 144540.00 AT Par 144540.00

paint of required shade : // New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 13.80 1000.00 Sqm 156.05 156050.00 AT Par 156050.00

putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 15.2.1 2.00 cum 2434.25 4868.50 AT Par 4868.50

manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (including equivalent design mix) 15.7.4 2.00 cum 2060.20 4120.40 AT Par 4120.40 Description:- DISMANTLING AND DEMOLISHING // General // Demolishing brick work manually/

material within 50 metres lead as per direction of Engineer-in-charge. // In cement mortar AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY 16.3.1 210.00 cum 2098.40 440664.00 AT Par 440664.00

nominal size (Type B) 16.3.10 225.00 cum 768.25 172856.25 AT Par 172856.25 49 Description:- ROAD WORK // ROADS // Supplying and stacking at site. // Moorum 16.4 1025.00 cum 1046.95 1073123.75 AT Par 1073123.75 Description:- ROAD WORK // ROADS // Laying, spreading and compacting stone aggregate of

road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.30.2 530.00 Sqm 48.20 25546.00 AT Par 25546.00 Description:- ROAD WORK // PREMIX CARPET // Providing and applying tack coat using hot

mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : // On bituminous surface @ 0.50 Kg / sqm 16.37.2 530.00 Sqm 1365.50 723715.00 AT Par 723715.00 Description:- ROAD WORK // PREMIX CARPET // Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid

0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). // 40 mm thick 16.40 1700.00 Sqm 88.55 150535.00 AT Par 150535.00 Description:- ROAD WORK // SEAL COAT // Providing and laying seal coat of premixed fine

bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per

coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. 16.48.1 48.50 Sqm 288.90 14011.65 AT Par 14011.65 Description:- ROAD WORK // PAINTING AREA/RUNWAY MARKING // Painting road surface marking

IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. // New work (Two or more coats) 16.53 84.00 Metre 375.80 31567.20 AT Par 31567.20 Description:- ROAD WORK // MISCELLANEOUS // 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, upto 3 m height of wall with existing angle iron 'Y' shaped placed

and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 16.54.1 84.00 cum 11129.55 934882.20 AT Par 934882.20 AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY

Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. // 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-

16.91.2 630.00 Sqm 1091.50 687645.00 AT Par 687645.00 Description:- ROAD WORK // MISCELLANEOUS // Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid

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. complete all as per direction of Engineer-in-Charge. // 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 17.1.1 2.00 Each 6767.40 13534.80 AT Par 13534.80 Description:- SANITARY INSTALLATIONS // General // Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C.

: 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: // White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 17.7.1 2.00 Each 2648.85 5297.70 AT Par 5297.70 Description:- SANITARY INSTALLATIONS // General // Providing and fixing wash basin with C.I.

painting of fittings and brackets, cutting and making good the walls wherever require: // White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 17.23 2.00 Each 1648.95 3297.90 AT Par 3297.90

flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 17.28.2.1 2.00 Each 119.55 239.10 AT Par 239.10

sink or wash basin including P.V.C. waste fittings complete. // Flexible pipe // 32 mm dia 18.8.2 50.00 Metre 537.60 26880.00 AT Par 26880.00 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain &

pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. // 20 mm nominal dia Pipes 18.9.2 20.00 Metre 274.30 5486.00 AT Par 5486.00 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl

brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work // 20 mm nominal dia Pipes 18.9.6 50.00 Metre 794.25 39712.50 AT Par 39712.50 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl

brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work // 50 mm nominal dia Pipes 18.12.8 200.00 Metre 1041.70 208340.00 AT Par 208340.00

fittings including trenching and refilling etc. External work // 80 mm dia nominal bore 18.17.4 50.00 Each 1026.65 51332.50 AT Par 51332.50

C.I. wheel of approved quality (screwed end) : // 50 mm nominal bore 18.48 2000.00 Per Litre 11.00 22000.00 AT Par 22000.00 AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY

placing on terrace (at all floor levels) polyethylene water storage tank, 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. 18.51.1 6.00 Each 798.95 4793.70 AT Par 4793.70

bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. // 15 mm nominal bore 18.53.1 2.00 Each 574.30 1148.60 AT Par 1148.60

for basin mixer and geyser points of approved quality conforming to IS:8931 // 15mm nominal bore 18.57.1 20.00 Each 112.80 2256.00 AT Par 2256.00

approved quality and colour. // 15 mm nominal bore, 98 mm long, weighing not less than 75 gms 18.58.1.1 4.00 Each 37.60 150.40 AT Par 150.40

quality and colour. // Circular type // 100 mm nominal dia 18.59.2 3.00 Each 6993.60 20980.80 AT Par 20980.80

C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : // 80 mm dia 18.62.2 2.00 Each 257.60 515.20 AT Par 515.20

PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. // 20 mm nominal bore, 120 mm long, weighing not less than 198 gms 19.1.2 20.00 Metre 695.80 13916.00 AT Par 13916.00

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 : // 150 mm diameter 19.32.1 1.00 Each 26861.90 26861.90 AT Par 26861.90 Description:- DRAINAGE // STONE WARE PIPES AND FITTINGS // Making soak pit 2.5 m diameter

diameter, 1.8 m long complete as per standard design. // With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 22.14.1 13.00 cum 8042.30 104549.90 AT Par 104549.90

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B-Part B- IRUSSOR Items 347284.39 Below/P ar

Description:- Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC,

Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall b e made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. Using Soil Class SQ1

Description:- Hiring of machinery for minor miscellaneous works for short duration including

as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY Above/ Schedule () C-Part C- DSR 2023 Items 3932835.95 Below/P ar 2.8.1 100.00 cum 260.30 26030.00 AT Par 26030.00 Description:- EARTH WORK // General // Earth work in excavation by mechanical means

width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil. 2.25 84.00 cum 196.00 16464.00 AT Par 16464.00

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 and for all lift. 2.26.1 50.00 cum 126.80 6340.00 AT Par 6340.00

excavation / banking excavated or stacked materials. // All kinds of soil 4.1.5 21.00 cum 7294.70 153188.70 AT Par 153188.70 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 5.9.1 20.00 Sqm 392.15 7843.00 AT Par 7843.00

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.2 130.00 Sqm 842.50 109525.00 AT Par 109525.00

including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 5.9.3 40.00 Sqm 927.25 37090.00 AT Par 37090.00

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 5.9.5 100.00 Sqm 736.40 73640.00 AT Par 73640.00

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers 5.9.6 250.00 Sqm 961.30 240325.00 AT Par 240325.00

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.7 50.00 Sqm 764.95 38247.50 AT Par 38247.50

including strutting, propping etc. and removal of form for // Stairs, (excluding landings) except spiral-staircases 5.9.8 25.00 Sqm 798.35 19958.75 AT Par 19958.75

including strutting, propping etc. and removal of form for // Spiral staircases (including landing) 5.9.9 100.00 Sqm 2154.35 215435.00 AT Par 215435.00

including strutting, propping etc. and removal of form for // Arches, domes, vaults up to 6 m span 5.9.10 140.00 Sqm 608.15 85141.00 AT Par 85141.00

including strutting, propping etc. and removal of form for // Extra for arches, domes, vaults exceeding 6 m span 5.11.1 850.00 Sqm 384.30 326655.00 AT Par 326655.00 Description:- REINFORCEMENT CEMENT CONCRETE // FORM WORK // Extra for additional height

de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). // Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) 5.22.6 7560.00 Kg 107.85 815346.00 AT Par 815346.00 AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY

reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.33.1.1 34.00 cum 9504.75 323161.50 AT Par 323161.50 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 73.00 cum 9860.40 719809.20 AT Par 719809.20 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.35 17.00 Quintal 733.50 12469.50 AT Par 12469.50

extra cement in the items of design mix over and above the specified cement content therein. 10.25.2 300.00 Kg 172.60 51780.00 AT Par 51780.00 Description:- STEEL WORK // General // Steel work welded in built up sections/ framed work,

using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 13.2.1 150.00 Sqm 399.45 59917.50 AT Par 59917.50

rough side of single or half brick wall of mix : // 1:4 (1 cement: 4 fine sand) 13.46.1 200.00 Sqm 160.60 32120.00 AT Par 32120.00

paint of required shade : // New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 18.25.1 2.00 Quintal 6352.40 12704.80 AT Par 12704.80

C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class): // Up to 300 mm dia 18.31.1.2 2.00 Each 4985.85 9971.70 AT Par 9971.70

fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 100 mm diameter // Class II 18.31.3.2 2.00 Each 7312.40 14624.80 AT Par 14624.80

fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 150 mm diameter // Class II 18.73.1 60.00 Metre 1821.55 109293.00 AT Par 109293.00

Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS :8329 : // 100 mm dia Ductile Iron Double Flanged 18.73.2 30.00 Metre 2607.50 78225.00 AT Par 78225.00

Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS :8329 : // 150 mm dia Ductile Iron Double Flanged 22.23.1 100.00 Sqm 472.90 47290.00 AT Par 47290.00 AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLY Description:- WATER PROOFING // General // Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels /

slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN

capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. // For vertical surface two coats @ 0.70 kg per sqm per coat 22.23.2 800.00 Sqm 362.80 290240.00 AT Par 290240.00 Description:- WATER PROOFING // General // Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water)

fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN

capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. // For horizontal surface one coat @1.10 kg per sqm. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () D-Part D - NS Items 54959.08 Below/P ar NS1 1.00 Each 54959.08 54959.08 AT Par 54959.08 Description:- Soil investigation in connection with provision of 01 no. RCC overhead tanks of

submission of the report to ascertain the bearing capacity and its suitability for foundation of tank from authorized institute.