Extension of Platforms to accommodate 12 Coach DEMU Rakes at Sarona & Saraswatinagar station and Provision of Pipe line for drinking water facility at Both Platform of WRS Colony PH station. (This work primarily involves Civil work associated with (1) Extension of existing platform No.2 (approx.57 Meters), construction of boundary wall, Water supply work, Provision of IRS shelter 01 Bay at existing platform No.2 Saraswatinagar (SRWN) UP Line side, (2) Extension of existing platform No.1 (approx.26 Meters), construction of boundary wall, Water supply work, Provision of IRS shelter 01 Bay at existing platform No.1 Saraswatinagar (SRWN) DN Line side. (3) Extension of existing platform No.1 (approx.72 Meters), construction of boundary wall, Water supply work, Provision of IRS shelter 01 Bay at existing platform No.1 Sarona (SZB) DN Line side. (4) Extension of existing platform No.2 (approx.73 Meters), construction of boundary wall, Water supply work, Provision of IRS shelter 01 Bay at existing platform No.1 Sarona (SZB) UP Line side. (5) Provision of Pipe line for drinking water and one water booth for Divyang friendit at both Platforms of WRS Colony PH (WRC) station.)

plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.27 109.00 cum 2161.20 235570.80 (-) 20.49 187302.34

watering, ramming, consolidating and dressing complete. 5.12 86.00 cum 9673.50 831921.00 (-) 20.49 661460.39 Description:- REINFORCED CEMENT CONCRETE // PRE-CAST RCC // Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses,

required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY 8.31 30.00 Sqm 1063.45 31903.50 (-) 20.49 25366.47 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. 10.1 8000.00 Kg 93.05 744400.00 (-) 20.49 591872.44

connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.19 1200.00 Kg 88.50 106200.00 (-) 20.49 84439.62

trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 12.50 1200.00 Sqm 671.55 805860.00 (-) 20.49 640739.29 Description:- ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120

sheet and polyester top coat 15-18 microns. 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. 18.48 13000.00 Litre 9.70 126100.00 (-) 20.49 100262.11 Description:- WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and

and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 10.25.2 8380.00 Kg 142.30 1192474.00 (-) 20.49 948136.08 Description:- STEEL WORK // Steel work welded in built up sections/ framed work, including

structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 11.19.4 452.00 Sqm 1185.30 535755.60 (-) 20.49 425979.28 Description:- FLOORING // TILE FLOORING // Chequered terrazo tiles 22 mm thick with graded

match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : // Ordinary cement without any pigment 11.20.3 20.00 Sqm 983.95 19679.00 (-) 20.49 15646.77 Description:- FLOORING // TILE FLOORING // Chequerred precast cement concrete tiles 22 mm

shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). // Dark shade pigment using ordinary cement 11.26.1 800.00 Sqm 1706.60 1365280.00 (-) 20.49 1085534.13 Description:- FLOORING // KOTA STONE FLOORING // Kota stone slab flooring over 20 mm

shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : // 25 mm thick 11.56.1 120.00 Sqm 3908.80 469056.00 (-) 20.49 372946.43 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 12.41.1 41.00 Metre 213.00 8733.00 (-) 20.49 6943.61 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- ROOFING // Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of 15 masonry (lead caulking will be paid for separately): // Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. // 75 mm diameter 12.43.2 160.00 Each 309.50 49520.00 (-) 20.49 39373.35 Description:- ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. // 110 mm 12.51.1 100.00 Metre 450.60 45060.00 (-) 20.49 35827.21 Description:- ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm) 12.7.1 100.00 Metre 811.85 81185.00 (-) 20.49 64550.19 Description:- ROOFING // SHEET ROOFING // Providing and fixing 15 cm wide, 45 cm overall semi-

including making necessary connections with rain water pipes complete. // 0.80 mm thick with zinc coating not less than 275 gm/sqm 13.1.1 30.00 Sqm 294.85 8845.50 (-) 20.49 7033.06

manufacture, having low VOC (Volatile Organic Compound ) content. // Painting with aluminium paint of approved brand and manufacture to give an even shade: // One or more coats on old work 13.2.2 620.00 Sqm 324.30 201066.00 (-) 20.49 159867.58

rough side of single or half brick wall of mix : // 1:6 (1 cement: 6 fine sand) 13.46.1 292.00 Sqm 166.85 48720.20 (-) 20.49 38737.43

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 @ 2.20 kg/10 sqm) 13.48.1 635.00 Sqm 158.95 100933.25 (-) 20.49 80252.03 Description:- FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint

coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 13.61.1 10.00 Sqm 131.45 1314.50 (-) 20.49 1045.16

manufacture to give an even shade : // Two or more coats on new work 16.3.10 1432.00 cum 888.30 1272045.60 (-) 20.49 1011403.46 25 Description:- ROAD WORK // ROADS // Supplying and stacking at site. // Moorum 18.10.3 260.00 Metre 491.20 127712.00 (-) 20.49 101543.81

fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall // 25 mm dia nominal bore 18.11.1 12.00 Metre 485.20 5822.40 (-) 20.49 4629.39

fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : // 15 mm dia nominal bore 18.12.1 80.00 Metre 267.50 21400.00 (-) 20.49 17015.14

fittings including trenching and refilling etc.-External work // 15 mm dia nominal bore 18.12.6 400.00 Metre 654.20 261680.00 (-) 20.49 208061.77 29 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY 29 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.-External work // 50 mm dia nominal bore 18.13.2 8.00 Each 1513.70 12109.60 (-) 20.49 9628.34

with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : // 50 to 80 mm nominal bore 18.17.4 8.00 Each 878.25 7026.00 (-) 20.49 5586.37

C.I. wheel of approved quality (screwed end) : // 50 mm nominal bore 18.18.3 1.00 Each 399.15 399.15 (-) 20.49 317.36

approved quality, High or low pressure, with plastic floats complete : // 25 mm nominal bore 18.46.1 11.00 Each 262.30 2885.30 (-) 20.49 2294.10

fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 15 mm nominal bore 18.46.2 3.00 Each 289.05 867.15 (-) 20.49 689.47

fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 20 mm nominal bore 18.46.6 8.00 Each 706.70 5653.60 (-) 20.49 4495.18

fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 50 mm nominal bore 18.54.1 6.00 Each 109.85 659.10 (-) 20.49 524.05

quality and colour. // 15mm nominal bore, 86 mm long, weighing not less than 88 gms 18.54.4 32.00 Each 170.05 5441.60 (-) 20.49 4326.62

quality and colour. // 15 mm nominal bore, 90 mm long, weighing not less than 93 gms 2.25A 7050.00 cum 368.65 2598982.50 (-) 20.49 2066450.99

mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.6.1 634.00 cum 205.45 130255.30 (-) 20.49 103565.99 Description:- EARTH WORK // Earth work in excavation by mechanical means (Hydraulic

on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // All kinds of soil 2.8.1 125.00 cum 286.85 35856.25 (-) 20.49 28509.30 Description:- EARTH WORK // Earth work in excavation by mechanical means (Hydraulic

sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil. 23.3.3 90.00 Metre 951.95 85675.50 (-) 20.49 68120.59 Description:- RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire &

per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer - in-charge. // 200 mm nominal size dia 4.1.2A 388.00 cum 7555.05 2931359.40 (-) 20.49 2330723.86 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%). 4.1.3 120.00 cum 7365.15 883818.00 (-) 20.49 702723.69 43 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 344.00 cum 6833.40 2350689.60 (-) 20.49 1869033.30 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) 4.20.1.3 2.00 cum 8387.15 16774.30 (-) 20.49 13337.25 Description:- CONCRETE WORK // MISCELLANEOUS // Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including

centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level : // Concrete of M20 grade with minimum cement content of 270 kg /cum 4.3.1 610.00 Sqm 307.95 187849.50 (-) 20.49 149359.14

including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns 5.1.2A 153.00 cum 8180.85 1251670.05 (-) 20.49 995202.86 Description:- REINFORCED CEMENT CONCRETE // CAST IN SITU // Providing and laying in

finishing and reinforcement - All work up to plinth level : // 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%. 5.22.6 2800.00 Kg 89.65 251020.00 (-) 20.49 199586.00

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. 5.22A.6 10817.00 Kg 89.65 969744.05 (-) 20.49 771043.49

for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.33.1.1 39.00 cum 8683.80 338668.20 (-) 20.49 269275.09 Description:- REINFORCED 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 Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing

the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.1.2 20.00 cum 8825.35 176507.00 (-) 20.49 140340.72 Description:- REINFORCED 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 Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing

the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M30 grade with minimum cement content of 350 kg /cum 5.9.1 370.00 Sqm 307.95 113941.50 (-) 20.49 90594.89 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.2 68.00 Sqm 669.55 45529.40 (-) 20.49 36200.43

including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.9.6 300.00 Sqm 804.25 241275.00 (-) 20.49 191837.75

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 6.1.2 242.00 cum 6658.25 1611296.50 (-) 20.49 1281141.85

of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand) 6.32.2 2.00 cum 8190.90 16381.80 (-) 20.49 13025.17

modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : // Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2 81.00 cum 8288.35 671356.35 (-) 20.49 533795.43

of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:6 (1 cement : 6 coarse sand) S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B-Execution of all works connected with above work covered under 830907.65 Below/P USSOR2010 and Vol.I & II of IR unified standard specifications (Works & Materials) ar

all contractor's tools, plants, material and labour up to 75 meters For 200 mm dia.

all contractor's tools, plants, material and labour up to 75 meters Extra over 75m drilling for 200mm dia

Description:- Supplying, erecting and fixing precast concrete reinforced bench with back rest.

back height 1000 mm, front height 450 mm, base width 620 mm and 5 nos. reinforced suitably; All parts to be joint with Galvanised nuts an d bolts of suitable size. all bolts to be sealed after assembly. complete job to be done as per directions of Engineer-in- charge.