Augmentation of Water Treatment Plant to improve quality of water at BMY Settlement (The Augmentation Work shall primarily involve Construction of 01 nos. R. C. C. Overhead Raw Water Tank of capacity 2,27,000 litres, Construction of 01 nos. R. C. C. Overhead Filtered Water Tank of capacity 4,54,000 litres, Flocculation Tank, Clarifier Tank, Cascade Aerator, Sedimentation Tank, Underground Tank, Rapid Gravity Sand Filter Bed, Pump and Filter House, Laying of Pipelines and other associated works).

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. 2.27 565.00 cum 2161.20 1221078.00 (-) 20.49 970879.12

watering, ramming, consolidating and dressing complete. 2.31 25000.00 Sqm 14.50 362500.00 (-) 20.49 288223.75

wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 5.17 90.00 cum 10817.10 973539.00 (-) 20.49 774060.86 Description:- REINFORCED CEMENT CONCRETE // PRE-CAST RCC // Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins,

the cost of required centering, shuttering but , excluding the 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). 5.38 30.00 cum 280.95 8428.50 (-) 20.49 6701.50

B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. 10.1 8070.00 Kg 93.05 750913.50 (-) 20.49 597051.32 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 12710.00 Kg 111.95 1422884.50 (-) 20.49 1131335.47

trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.25.2 9500.00 Kg 142.30 1351850.00 (-) 20.49 1074855.94

hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 15.3 110.00 cum 2928.10 322091.00 (-) 20.49 256094.55

mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 18.43 70.00 Metre 813.25 56927.50 (-) 20.49 45263.06

placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. 22.22 970.00 Kg 332.40 322428.00 (-) 20.49 256362.50 Description:- WATER PROOFING // Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of

specification in reinforced cement concrete at site of work. 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 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. 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. 12.41.2 80.00 Metre 319.75 25580.00 (-) 20.49 20338.66 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

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. // 110 mm diameter 13.2.2 2900.00 Sqm 324.30 940470.00 (-) 20.49 747767.70

side of single or half brick wall of mix : // 1:6 (1 cement: 6 fine sand) 13.41.1 300.00 Sqm 162.55 48765.00 (-) 20.49 38773.05

manufacture to give an even shade : // New work (two or more coats) over and including water thinnable priming coat with cement primer 13.48.1 6290.00 Sqm 158.95 999795.50 (-) 20.49 794937.40 Description:- FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system

applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 15.2.1 95.00 cum 2007.10 190674.50 (-) 20.49 151605.29

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 (i/c equivalent design mix) 16.3.10 950.00 cum 888.30 843885.00 (-) 20.49 670972.96 17 Description:- ROAD WORK // ROADS // Supplying and stacking at site. // Moorum 18.12.6 420.00 Metre 654.20 274764.00 (-) 20.49 218464.86

fittings including trenching and refilling etc.-External work // 50 mm dia nominal bore 18.12.8 25.00 Metre 919.10 22977.50 (-) 20.49 18269.41

fittings including trenching and refilling etc.-External work // 80 mm dia nominal bore 18.17.6 4.00 Each 2227.60 8910.40 (-) 20.49 7084.66 20 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 80 mm nominal bore 18.31.1.2 26.00 Each 4500.25 117006.50 (-) 20.49 93031.87

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 18.31.4.2 43.00 Each 13512.60 581041.80 (-) 20.49 461986.34

fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 200 mm diameter // Class II 18.31.6.2 4.00 Each 27521.50 110086.00 (-) 20.49 87529.38

fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 300 mm diameter // Class II 18.60.2 2.00 Each 4995.90 9991.80 (-) 20.49 7944.48 Description:- WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing

complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : //

18.60.4 6.00 Each 8080.15 48480.90 (-) 20.49 38547.16 Description:- WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing

complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : //

dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : // 100 mm dia 18.61.4 4.00 Each 11712.65 46850.60 (-) 20.49 37250.91

dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : // 200 mm dia 18.66.1 16.00 Quintal 7509.40 120150.40 (-) 20.49 95531.58

S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : // Up to 300 mm dia 18.67.1 11.00 Quintal 12032.95 132362.45 (-) 20.49 105241.38

S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 : // Up to 300 mm dia 18.68.1 21.00 Quintal 17155.90 360273.90 (-) 20.49 286453.78

D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : // Up to 600 mm dia 18.69.1 9.00 Quintal 18025.60 162230.40 (-) 20.49 128989.39

D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : // Up to 600 mm dia 18.70.3 100.00 Joint 229.50 22950.00 (-) 20.49 18247.55

to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : // 200 mm dia pipes 18.70.5 40.00 Joint 357.60 14304.00 (-) 20.49 11373.11

to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : // 300 mm dia pipes 18.72.16 50.00 Metre 1625.05 81252.50 (-) 20.49 64603.86

S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 150 mm dia Ductile Iron Class K-9 pipes 18.72.17 500.00 Metre 2228.15 1114075.00 (-) 20.49 885801.03

S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 200 mm dia Ductile Iron Class K-9 pipes 18.72.19 171.00 Metre 3882.70 663941.70 (-) 20.49 527900.05 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 300 mm dia Ductile Iron Class K-9 pipes 18.73.1 50.00 Metre 1541.60 77080.00 (-) 20.49 61286.31

Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : // 100 mm dia Ductile Iron Double Flanged 18.73.3 400.00 Metre 2921.15 1168460.00 (-) 20.49 929042.55

Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : // 200 mm dia Ductile Iron Double Flanged 18.73.5 90.00 Metre 5321.65 478948.50 (-) 20.49 380811.95

Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : // 300 mm dia Ductile Iron Double Flanged 19.6.7 300.00 Metre 2098.10 629430.00 (-) 20.49 500459.79 Description:- DRAINAGE // Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size

standard design: // Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : // 600 mm dia. R.C.C. pipe 2.26.1 935.00 cum 104.50 97707.50 (-) 20.49 77687.23

banking excavated or stacked materials. // All kinds of soil 2.33.1 50.00 Each 439.25 21962.50 (-) 20.49 17462.38

level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. // Beyond 30 cm girth upto and including 60 cm girth 2.33.2 130.00 Each 1957.15 254429.50 (-) 20.49 202296.90

level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. // Beyond 60 cm girth upto and including 120 cm girth 2.33.3 20.00 Each 9084.05 181681.00 (-) 20.49 144454.56 Description:- EARTH WORK // Felling trees of the girth (measured at a height of 1 m above ground

material and disposal of unserviceable material. // Beyond 120 cm girth upto and including 240 cm girth 2.6.1 4632.00 cum 205.45 951644.40 (-) 20.49 756652.46 Description:- EARTH WORK // Earth work in excavation by mechanical means (Hydraulic

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 4.1.2 565.00 cum 7783.65 4397762.25 (-) 20.49 3496660.76 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.3 222.50 cum 7365.15 1638745.88 (-) 20.49 1302966.85 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

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) 4.1.5 424.52 cum 6833.40 2900914.97 (-) 20.49 2306517.49 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) 4.2.2 50.00 cum 9793.75 489687.50 (-) 20.49 389350.53 49 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY 49 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: // 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). 4.3.1 550.00 Sqm 307.95 169372.50 (-) 20.49 134668.07

including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns 4.3.3 1010.00 Sqm 804.25 812292.50 (-) 20.49 645853.77

including strutting, propping etc. and removal of form work for : // Columns, piers, abutments, pillars, posts and struts 5.18.1 1450.00 Sqm 1580.90 2292305.00 (-) 20.49 1822611.71 Description:- REINFORCED CEMENT CONCRETE // PRE-CAST RCC // Providing precast cement

reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. // 50 mm thick 5.22.6 171500.00 Kg 89.65 15374975.00 (-) 20.49 12224642.62

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. 5.33.1.1 425.00 cum 8683.80 3690615.00 (-) 20.49 2934407.99 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 5.33.2.1 1250.00 cum 10306.20 12882750.00 (-) 20.49 10243074.53 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 above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.5A 25.00 cum 11107.85 277696.25 (-) 20.49 220796.29 Description:- REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15

with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). 5.9.1 2617.36 Sqm 307.95 806016.01 (-) 20.49 640863.33

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.10 100.00 Sqm 575.25 57525.00 (-) 20.49 45738.13

including strutting, propping etc. and removal of form for // Extra for arches, domes, vaults exceeding

5.9.2 235.00 Sqm 669.55 157344.25 (-) 20.49 125104.41 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.9.3 2458.10 Sqm 766.55 1884256.55 (-) 20.49 1498172.38

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 5.9.5 2196.10 Sqm 608.35 1335997.44 (-) 20.49 1062251.56

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.6 1201.00 Sqm 804.25 965904.25 (-) 20.49 767990.47

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.7 518.00 Sqm 657.75 340714.50 (-) 20.49 270902.10

including strutting, propping etc. and removal of form for // Stairs, (excluding landings) except spiral- staircases 5.9.9 625.00 Sqm 1826.25 1141406.25 (-) 20.49 907532.11

including strutting, propping etc. and removal of form for // Arches, domes, vaults up to 6 m span 5.22A.6 28250.00 Kg 89.65 2532612.50 (-) 20.49 2013680.20

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. 6.1.2 50.00 cum 6658.25 332912.50 (-) 20.49 264698.73

class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2 275.00 cum 8288.35 2279296.25 (-) 20.49 1812268.45

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) 4.2.3 117.50 cum 9375.20 1101586.00 (-) 20.49 875871.03 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,

bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: // 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) S.No. Item Item Qty Qty Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Unit Schedule () B-B-Execution of all works connected with above work covered Above/ under SEC Railway USSOR-2010 and Vol.I & II of IR unified standard specification 607506.47 Below/Par (Works & Materials)

trenching and refilling etc. External Work 100 mm dia. nominal bore

insertions etc. 150 mm dia (the tail pieces if required will be paid separately) Class I

ball bearing type phosphorus bronze twisted wire, wood float etc. complete in all respect and in metric units. The rate includes fixing at all heights More than 1.25 m long

4 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY 4 Description:- Removal of excavated/slip earth/ debris/ malba from the site of works to any other place outside Railway land/premises, including all excavations, handling, re-handling, loading, unloading and leading, etc. all labour and material as a complete job. Removal of earth(all kinds of soils)/ROCKS, BULDERS including Mud/slush, slipped earth in catch water drains, side drains, over berms in cutting, water way of bridges, over coping of toe/breast/retaining walls etc. including crossings of nallah, railway tracks, making/repairing approach roads ir required, all lead, lift, ascent, descents, or any other obstruction. Earth spoils to be dumped outside the cutting or railway embankments as per direction of Engineer-in-Charge.

Description:- Hiring of JCB Machine (in good working condition)for leveling and dressing ground /

machine, machine operator, fuel, etc. The contractor shall arrange road permit for vehicle for all the States of operation, as per instructions of engineer in-charge and vehicle shall not be more than three years old. Payment shall be made for actual working hours at site.

rubber insertions etc. complete conforming to IS : 2373 200 mm dia. S.No. Item Item Qty Qty Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Unit Schedule () C-Execution of all works connected with the above work covered Above/ 1228895.90 under Schedule-C Below/Par NS 40.00 Metre 1914.00 76560.00 AT Par 76560.00

refilling etc. external work 150 mm dia. nominal bore NS 4.00 Each 15251.50 61006.00 AT Par 61006.00 2 Description:- Supply of Heavy duty foot valve ISI mark 6" dia pipe with fittings, nut & bolt. NS 2.00 Each 4910.45 9820.90 AT Par 9820.90

SWG GI wire for earthing the lightening arrester complete in all respect, as directed by the Engineer- in-charge. NS 20.00 Sqm 7149.35 142987.00 AT Par 142987.00 Description:- Supply, erecting and fixing of retroreflective Board made with HIP grade retro reflective

37x37x3mm angle frame and diagonnally with same angle along with arrangement for fixing at site including nuts & bolts (minimum 10mm dia) complete. NS 2.00 Set 199200.00 398400.00 AT Par 398400.00 Description:- 0 to 5 Kg/ hr vaccum type chlorination plant with following components:- 1.No. Auxilary valve with yoke, 1. No. Vaccum regulator with clamp , 5mtrs 12.5mm vaccum tubing, 1set- 0 to 5Kg per hrs vaccum type - floor mounted chlorinator consist of flowmeter, chlorine Regulating valve, Regulator control valve, drain valve and Inter connection vaccum tubing complete. 1 Set-injector unit

ktrloskar make 3 HP, 415V, 3ph, 2900RPM with DOL starter and main switch. Pump section and delivery piping upto injector and chlorine solution piping upto point of application with necessary suction stainer and isolating valves.(1. Pump all necessary piping.) 1.No. Chlorine face masks respirator with the Reflex Edges as per CM/L 8431976 & IS 8523, 1977, 2 No.100Kg chlorine Cylinders filled with chlorine gas with necessary test certification. NS 2.00 Job 270061.00 540122.00 AT Par 540122.00

treatment plant. The rate includes submission of hard as well as soft copies (i.e. drawing in Autocad, Design file in 'Staad') duly proof checked form railway approved institution like NIT.