(i)Construction of RCC OH tank(1 lakh litre) for augmentation of water supply at Track Machine satellite depot and Laying of DI pipeline of Length 250 metre. (ii)Renovation of Railway institute at Kharun Rail Vihar colony. (iii)Improvement of road surface, fencing, height gauge, gate goomty and toilets etc at level crossing under jurisdiction of DEN/III/R.

disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 16.79 108.00 cum 2803.65 302794.20 (-) 20.49 240751.67 Description:- ROAD WORK // MISCELLANEOUS // Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification

with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. 16.31.2.1 390.00 Sqm 16.35 6376.50 (-) 20.49 5069.96 Description:- ROAD WORK // Providing and applying tack coat using bitumen emulsion

cleaning with mechanical broom. // With medium setting bitumen emulsion // On W.B.M / W.M.M. @ 0.4kg/sqm 16.31.2.2 2790.00 Sqm 10.85 30271.50 (-) 20.49 24068.87 Description:- ROAD WORK // Providing and applying tack coat using bitumen emulsion

cleaning with mechanical broom. // With medium setting bitumen emulsion // On bituminous surface @ 0.25kg/sqm 16.54.2 318.00 cum 9930.95 3158042.10 (-) 20.49 2510959.27 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- ROAD WORK // MISCELLANEOUS // Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder

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 specificatons 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 Drum Type Hot Mix Plant of 60-90 TPH capacity. 16.56.2 3180.00 Sqm 247.35 786573.00 (-) 20.49 625404.19 Description:- ROAD WORK // MISCELLANEOUS // Providing and laying semi- dense Bituminous concrete 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 equiped with

vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. // 25 mm 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 Drum Type Hot Mix Plant of 60-90 TPH capacity. 16.40 3180.00 Sqm 79.85 253923.00 (-) 20.49 201894.18 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

16.62 428.00 Sqm 623.80 266986.40 (-) 20.49 212280.89 Description:- ROAD WORK // MISCELLANEOUS // Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/

dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 16.3.10 240.00 cum 888.30 213192.00 (-) 20.49 169508.96 9 Description:- ROAD WORK // ROADS // Supplying and stacking at site. // Moorum 2.25 90.00 cum 253.95 22855.50 (-) 20.49 18172.41

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. 13.99.1 1600.00 Sqm 86.55 138480.00 (-) 20.49 110105.45 Description:- FINISHING // Applying priming coats with primer of approved brand and

enamel paint of approved brand and manufacture of required colour to give an even shade : // One or more coats on old work 2.8.1 162.00 cum 286.85 46469.70 (-) 20.49 36948.06 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. 4.1.5 52.00 cum 6833.40 355336.80 (-) 20.49 282528.29 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) 4.1.3 39.00 cum 7365.15 287240.85 (-) 20.49 228385.20 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) 10.16.1 1360.00 Kg 154.90 210664.00 (-) 20.49 167498.95 Description:- STEEL WORK // Steel work in built up tubular (round, square or rectangular hollow

approved steel primer, including welding and bolted with special shaped washers etc. complete. // Hot finished welded type tubes 12.51.1 12.00 Metre 450.60 5407.20 (-) 20.49 4299.26 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/

jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // 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) 12.50 32.00 Sqm 671.55 21489.60 (-) 20.49 17086.38 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. 4.3.1 80.00 Sqm 307.95 24636.00 (-) 20.49 19588.08

including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns 11.41A.1.1 10.00 Sqm 1286.60 12866.00 (-) 20.49 10229.76 Description:- FLOORING // VITRIFIED FLOOR TILES // Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20

kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. // Double charge vitrified tile polished finish of size // Size of Tile 600 x 600 mm 15.23.2 10.00 Sqm 93.40 934.00 (-) 20.49 742.62

in cement mortar including stacking material within 50 metres lead. // For thickness of tiles above 25 mm and up to 40 mm 15.2.1 8.00 cum 2007.10 16056.80 (-) 20.49 12766.76

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) 2.26.1 50.00 cum 104.50 5225.00 (-) 20.49 4154.40

banking excavated or stacked materials. // All kinds of soil 2.27 65.00 cum 2161.20 140478.00 (-) 20.49 111694.06

watering, ramming, consolidating and dressing complete. 5.33.1.1 25.00 cum 8683.80 217095.00 (-) 20.49 172612.23 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 5.5 35.00 cum 11291.20 395192.00 (-) 20.49 314217.16 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 (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 5.6 45.00 cum 10409.40 468423.00 (-) 20.49 372443.13 Description:- REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete

and 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). 5.33.2.1 25.00 cum 10306.20 257655.00 (-) 20.49 204861.49 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 Per bag of 4.12 250.00 cement of 57.15 14287.50 (-) 20.49 11359.99 50kg 28 Description:- CONCRETE WORK // DAMP-PROOF COURSE // Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. 5.9.1 100.00 Sqm 307.95 30795.00 (-) 20.49 24485.10

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.8 30.00 Sqm 652.80 19584.00 (-) 20.49 15571.24

including strutting, propping etc. and removal of form for // Spiral staircases (including landing) 5.9.9 265.00 Sqm 1826.25 483956.25 (-) 20.49 384793.61

including strutting, propping etc. and removal of form for // Arches, domes, vaults up to 6 m span 5.9.11 535.00 Sqm 669.55 358209.25 (-) 20.49 284812.17

including strutting, propping etc. and removal of form for // Chimneys and shafts 5.9.5 20.00 Sqm 608.35 12167.00 (-) 20.49 9673.98

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.24 535.00 Sqm 133.90 71636.50 (-) 20.49 56958.18 Description:- REINFORCED CEMENT CONCRETE // MISCELLANEOUS // Extra for rendering smooth

cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same. 5.22.6 11000.00 Kg 89.65 986150.00 (-) 20.49 784087.87

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. 10.1 300.00 Kg 93.05 27915.00 (-) 20.49 22195.22

connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.25.2 3800.00 Kg 142.30 540740.00 (-) 20.49 429942.37 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 18.10.2 225.00 Metre 373.35 84003.75 (-) 20.49 66791.38 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I.

mm dia nominal bore RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY 10.29.1 10.00 Sqm 732.20 7322.00 (-) 20.49 5821.72

windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. // Galvanised M.S. Wire gauge with 0.63 mm dia wire and 1.4 mm aperture on both sides 13.39.1 320.00 Sqm 44.25 14160.00 (-) 20.49 11258.62

New work (two or more coats) with a base coat of white washing with lime 10.19 350.00 Kg 88.50 30975.00 (-) 20.49 24628.22

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 70.00 Metre 2312.90 161903.00 (-) 20.49 128729.08

Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : // 150 mm dia Ductile Iron Double Flanged 18.31.1.1 2.00 Each 4097.90 8195.80 (-) 20.49 6516.48

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 I 18.31.3.1 3.00 Each 5980.45 17941.35 (-) 20.49 14265.17

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 I 18.72.16 250.00 Metre 1625.05 406262.50 (-) 20.49 323019.31

S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 150 mm dia Ductile Iron Class K-9 pipes 2.6.1 160.00 cum 205.45 32872.00 (-) 20.49 26136.53 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 5.9.6 125.00 Sqm 804.25 100531.25 (-) 20.49 79932.40

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 18.70.2 70.00 Joint 156.05 10923.50 (-) 20.49 8685.27

joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : // 150 mm dia pipes 18.83.4 2.00 Each Cut 301.90 603.80 (-) 20.49 480.08

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 18.68.1 1.00 Quintal 17155.90 17155.90 (-) 20.49 13640.66

D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : // Up to 600 mm dia 18.69.1 0.50 Quintal 18025.60 9012.80 (-) 20.49 7166.08

D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : // Up to 600 mm dia 13.82.2 400.00 Sqm 116.05 46420.00 (-) 20.49 36908.54

Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. // Two coats RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY 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 SEC 399899.52 Below/P Railway USSOR 2021(Formation Works, Bridge Works and P. Way Works) ar

Description:- Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat

aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. Bilingual Whistle Boards for level crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Description:- Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat

aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. Speed Breaker / Rumble Strips Board of size 900 mm equilateral triangular shape and 600mmx200mm boards with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm

Description:- Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat

aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. Manned Level Crossing Indicator Board of size 900 mm equilateral triangular s h a p e with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm

4 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY 4 Description:- Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. Manufacturing and supply of circular STOP Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM-D4956 in red back ground colour and text "STOP" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS Sheet of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support .Retro reflective sheet is to be pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of board along with a hook for fixing emergency chain as directed by Engineer In charge. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () C-Execution of all works connected with above work covered under SEC Above/ Railway USSOR-2010 and Vol.I & II of IR unified standard specification (Works & 912357.31 Below/P Materials) ar

Description:- Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC

6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface In slabs for drain covers, manhole covers, flue tops etc.

(screwed end)100 mm nominal bore.

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

Pulley 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.

surplus earth from foundations including 50m lead and 1.5m lift.

Pulley 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.

die cast with elegant finish of size 100x100mm and 20mm high having a stem of 50mm (or 12mm dia. 90mm long) screwed and nailed to fix into the road surface or at the no

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

JCB 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.

method for all diameters

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

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

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

thickness up to specified depth below ground level with all contractor's tools, plants, material and labour etc. complete 200 mm internal pipe S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () D-NS-Supplying, Providing, installing and commissioning of "Smart real time gate position and Auto PN system which includes 15-inch display module with touch screen for SM unit and LC units of 4G connectivity with fall back to 3G/2G where 4G network is not present, sensors to detect the position of LC gate boom and boom locking lever, sensors that are interchangeable. Sensors should have weather proof casing, LC unit interacts with sensors continuously to detect the position of gate boom /boom-lock lever end generate Auto-PN only when both the conditions are satisfied i.e., boom is in closed condition and lever operated for boom locking is in place. SM unit generates Auto PN when SM enters train number, UP/DN details. LC unit has Auto PN generated when the gate is closed and boom lock lever operated, Above/ after the SM commend, LC unit shall report the status of the gate whenever its 201876.00 Below/P position is changed and the status of the LC gate shall be indicated on the screen of ar SM unit as RED icon when the gate is in open condition and YELLOW icon when the gate is in closed condition. SM unit and LC unit are connected by wireless." including all tools, plants, labour, transportation, manpower including cost of cloud subscription and 4G/3G data plan for 1 year at contractor's own cost inclusive of all taxes as applicable. Note: 1) Warranty should be given in original and should have legal jurisdiction in India. Warranties given by power of attorney holders will not be acceptable. 2) 1% of the amount of the NS item will be with held as deposit with Railways for the warranty. 3) The offer is valid on condition that the agency should maintain the equipment for a period of 12 months after installation (Consignee Inspection) 1a 1.00 Numbers 70313.00 70313.00 AT Par 70313.00 1 Description:- Station Master(SM) unit 1b 1.00 Numbers 101563.00 101563.00 AT Par 101563.00 2 Description:- Level Crossing(LC) gate unit 1c 1.00 Numbers 30000.00 30000.00 AT Par 30000.00

position monitoring and Auto PN generation system at NI LC gates for above item No.1b. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () E-Execution of all works connected with the above work covered under 255362.35 Below/P Schedule-E. ar NS 1.00 Each 4910.45 4910.45 AT Par 4910.45

SWG GI wire for earthing the lightening arrester complete in all respect, as directed by the Engineer- in-charge. NS 34.00 Sqm 7149.35 243077.90 AT Par 243077.90 Description:- Supply, erecting and fixing of Retro-reflective Board made with HIP grade retro

supported with 37x37x3mm angle frame and diagonally with same angle along with arrangement for fixing at site including nuts & bolts (minimum 10mm dia) complete. NS 2.00 Each 1140.00 2280.00 AT Par 2280.00

materials and labour sand as per direction of Engineer in charge. NS 2.00 Each 1486.00 2972.00 AT Par 2972.00

contractors materials and labours and as per direction of Engineer in charge. NS 1.00 Each 2122.00 2122.00 AT Par 2122.00

and labours and as per direction of Engineer in charge. RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () F-Execution of all works connected with above work covered under Above/ CPWD-DSR-2023-Ver-1 and Vol. I& II of CPWD specification.(This schedule is specially 1155831.01 Below/P for Renovation of Railway Institute at kharun Rail Vihar Colony only) ar NS 15.00 cum 260.30 3904.50 1.75 3972.83 Description:- 2.8.1 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. NS 2.00 cum 2123.75 4247.50 1.75 4321.83

including watering, ramming, consolidating and dressing complete. NS 3.00 cum 7294.70 21884.10 1.75 22267.07 Description:- 4.1.5 CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying

work 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) NS 2.00 cum 8340.85 16681.70 1.75 16973.63 Description:- 4.1.2 CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying

work up to plinth level : // 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) NS 10.00 Sqm 392.15 3921.50 1.75 3990.13

shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete NS 40.00 Sqm 961.30 38452.00 1.75 39124.91

shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts NS 15.00 Sqm 736.40 11046.00 1.75 11239.31

shuttering including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers NS 2.00 Sqm 1948.25 3896.50 1.75 3964.69 Description:- 11.26.1 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 NS 6.00 Sqm 951.10 5706.60 1.75 5806.47

shuttering including strutting, propping etc. and removal of form for // Weather shade, Chajjas, corbels etc., including edges NS 1.00 cum 10585.90 10585.90 1.75 10771.15 Description:- 5.12 REINFORCEMENT CEMENT CONCRETE // PRE-CAST RCC // Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string

of 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). NS 3.00 cum 9045.75 27137.25 1.75 27612.15 Description:- 5.1.2 REINFORCEMENT 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) NS 5.00 cum 10852.95 54264.75 1.75 55214.38 12 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- 5.2.2 REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : // 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) NS 9.00 Metre 78.40 705.60 1.75 717.95

course/ groove in plastered surface or moulding to R.C.C. projections. NS 10.00 cum 7132.25 71322.50 1.75 72570.64

modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement :

(non 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) NS 25.00 Sqm 1267.95 31698.75 1.75 32253.48 Description:- 8.31 : 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

size as approved 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. NS 20.00 Metre 492.70 9854.00 1.75 10026.44 Description:- 9.119 : WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of

brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. NS 6.00 Sqm 3182.95 19097.70 1.75 19431.91 Description:- 9.120.1 : WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45

mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. // 30 mm thick plain PVC door shutters NS 4.00 Each 59.55 238.20 1.75 242.37 Description:- 9.100.2 : WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS

coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 100 mm NS 4.00 Each 260.60 1042.40 1.75 1060.64 Description:- 9.96.2 : WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS

(anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : // 250x16 mm NS 4.00 Each 82.55 330.20 1.75 335.98 Description:- 9.97.4 : WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS

coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 150x10 mm NS 2.00 Sqm 3473.85 6947.70 1.75 7069.28 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- 9.20.1 : WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // Providing and fixing ISI

construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. // 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws NS 2.00 Each 308.00 616.00 1.75 626.78

finished brass door latch with necessary screws etc. complete : // 250x16x5 mm NS 12.00 Sqm 1228.00 14736.00 1.75 14993.88 Description:- 9.135.2 : WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and

gauge 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 NS 120.00 Kg 172.60 20712.00 1.75 21074.46 Description:- 10.25.2 : STEEL WORK // General // Steel work welded in built up sections/ framed

primer using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works NS 500.00 Kg 133.70 66850.00 1.75 68019.88

built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. NS 10.00 Sqm 1328.35 13283.50 1.75 13515.96 Description:- 11.20.2 : FLOORING // TILE FLOORING // Chequered precast cement concrete tiles 22

shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). // Medium shade pigment using 50% white cement 50% Grey cement NS 25.00 Sqm 1553.45 38836.25 1.75 39515.88 Description:- 11.41.2 : 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

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 NS 13.00 Sqm 1315.30 17098.90 1.75 17398.13 Description:- 11.38 : FLOORING // CERAMIC GLAZED TILES // Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality

Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. NS 20.00 Metre 377.40 7548.00 1.75 7680.09 Description:- 12.41.2 : ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall

seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. // 110 mm diameter NS 12.00 Metre 248.80 2985.60 1.75 3037.85 Description:- 12.41.1 : ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall

seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. // 75 mm diameter NS 10.00 Each 150.35 1503.50 1.75 1529.81 Description:- 12.42.5.2 : ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall

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 NS 110.00 Sqm 383.00 42130.00 1.75 42867.28

the rough side of single or half brick wall of mix : // 1:6 (1 cement: 6 fine sand) NS 70.00 Sqm 262.70 18389.00 1.75 18710.81

putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. NS 350.00 Sqm 185.65 64977.50 1.75 66114.61 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- 13.41.1 : FINISHING // INTERIOR FINISHING // Distempering with 1st quality acrylic 35 distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of 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 NS 350.00 Sqm 171.10 59885.00 1.75 60932.99 Description:- 13.47.1 : FINISHING // EXTERIOR FINISHING // Finishing walls with Premium Acrylic

applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) NS 60.00 Sqm 155.90 9354.00 1.75 9517.69

approved brand and manufacture to give an even shade : // Two or more coats on new work NS 2.00 Each 6767.40 13534.80 1.75 13771.66 Description:- 17.1.1 : 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

conforming to IS : 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 NS 2.00 Each 6515.55 13031.10 1.75 13259.14 Description:- 17.2.1 : SANITARY INSTALLATIONS // General // Providing and fixing white vitreous

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 : // W.C. pan with ISI marked white solid plastic seat and lid NS 2.00 Each 1879.20 3758.40 1.75 3824.17 Description:- 17.7.4 : SANITARY INSTALLATIONS // General // Providing and fixing wash basin with

painting of fittings and brackets, cutting and making good the walls wherever require: // White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap NS 2.00 Each 1607.95 3215.90 1.75 3272.18

bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. NS 30.00 Metre 537.60 16128.00 1.75 16410.24 Description:- 18.8.2 : 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 NS 10.00 Metre 551.70 5517.00 1.75 5613.55

with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) // 25 mm dia nominal bore NS 4.00 Each 506.80 2027.20 1.75 2062.68

cock of approved quality conforming to IS:8931 : // 15 mm nominal bore NS 4.00 Each 574.30 2297.20 1.75 2337.40

angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 // 15mm nominal bore NS 2.00 Each 622.40 1244.80 1.75 1266.58

valve with C.I. wheel of approved quality (screwed end) : // 25 mm nominal bore NS 2.00 Each 523.80 1047.60 1.75 1065.93 Description:- 18 .62 .3: WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and

rod with L.P./ H.P.H.D. plastic ball. // 25 mm nominal bore, 152mm long, weighing not less than 440 gms NS 155.00 Kg 107.85 16716.75 1.75 17009.29 48 RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY 48 Description:- 5.22.6 : REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel 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. NS 300.00 Kg 107.85 32355.00 1.75 32921.21 Description:- 5.22A.6 : REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. NS 10.00 Metre 980.50 9805.00 1.75 9976.59

width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. // 0.63 mm thick with zinc coating not less than 275 gm/m2 NS 55.00 Sqm 1355.80 74569.00 1.75 75873.96 Description:- 12.45.1 : ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction

long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x

of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : // 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) NS 50.00 Sqm 738.65 36932.50 1.75 37578.82 Description:- 12.50 : 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.