(A) Raising & Extension of Platform No 1 up to high level at Ahimanpur, Saidabad & Mahpur. (B) Extension and Raising of Platform for 24 Coaches in Varanasi Division ( Gyanpur road & Dobhi). (C) Extension and Raising of Platform for 24 Coaches in Varanasi Division. (Sadat & Jakhania) (D) Civil work related to interlocking of level crossing gate having more than 20000 TVU under jurisdiction of Sr. DEN- III/BSB (Total = 4 Nos).

All the items of works as per Item Breakup of Schedule-E based on CPWD DSR/2021 with up to date correction slips and any

other item of work not included in this schedule but provided in CPWD DSR/ 2021 with upto date correction slips.

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

2.6 m in width as well as 10 sqm 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.

Open timbering in trenches including strutting and shoring complete

(measurements to be taken of the face area timbered):

2.27 Supplying and filling in plinth with sand under floors, including cum 2800 2161.2 6051360

watering, ramming, consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete of specified grade

4.1 excluding the cost of centering and shuttering - All work up to plinth

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural cum 12 7365.15 88381.8

4 sources : 4 graded stone aggregate 20 mm nominal size derived

from natural sources)

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural cum 788 6670.25 5256157

5 sources: 6 graded stone aggregate 40 mm nominal size derived from

natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form work for :

4.14S 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 pumping of concrete to site of laying,

4.20 curing, carriage for all leads; but excluding the cost of 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.

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cement content of 270 kg cum 400 8387.15 3354860

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

VARANASI DIVN.-ENGG/NORTH EASTERN RLY

Centering and shuttering including strutting, propping etc. and

removal of form for

8 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 50 804.25 40212.5

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including straightening, cutting,

5.22 bending, placing in position and binding all complete upto plinth

9 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 8680 89.65 778162

Steel reinforcement for R.C.C. work including straightening, cutting,

5.22A bending, placing in position and binding all complete above plinth

10 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 300 89.65 26895

5.33S 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 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. 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

5.33.1 All works upto plinth level

11 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 31.5 8683.8 273539.7

5.35 Add for using extra cement in the items of design mix over and Quintal 7.86 688.45 5411.22

above the specified cement content therein.

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

Brick work with common burnt clay F.P.S. (non modular) bricks of

6.4 class designation 7.5 in superstructure above plinth level up to floor

V level in all shapes and sizes in :

6.12S HALF BRICK MASONRY

Half brick masonry with common burnt clay F.P.S. (non modular)

6.13 bricks of class designation 7.5 in superstructure above plinth level up

to floor V level.

9.0 WOOD AND P.V.C. WORK

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required pattern in frames of

9.48 windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

16 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 1750 197.7 345975

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded in built up sections, Kg 48000 111.95 5373600

trusses and framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer all

10.19 Providing and fixing mild steel round holding down bolts with nuts Kg 600 88.5 53100

and washer plates complete.

11.0 FLOORING

11.2 Dry brick on edge flooring in required pattern with bricks of class Sqm 4000 733.3 2933200

19 designation 7.5 on a bed of 12 mm mud mortar, including filling

joints with local sand, with common burnt clay non modular bricks.

11.26S 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) :

11.41S 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 complete as per the architectural drawings with 18 mm

thick stone slab over 20 mm (average) thick 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.

VARANASI DIVN.-ENGG/NORTH EASTERN RLY

11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or Sqm 175 3908.8 684040

12.0 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 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.

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.

12.42.5 Bend 87.5 degrees

12.50 Providing and fixing precoated galvanised iron profile sheets (size, Sqm 1408 671.55 945542.4

shape and pitch of corrugation as approved by Engineer-in-charge)

0.50 mm (+ 0.05 %) total coated thickness with 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. Sheet should have protective guard film of 25 microns

24 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.

Providing and fixing precoated galvanised steel sheet roofing

accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating

12.51 120 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 :

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

13.37S INTERIOR FINISHING

13.37 White washing with lime to give an even shade :

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

16.44 Extra for providing and mixing hardening compound of approved Litre 40 48.15 1926

quality as per manufacturer's specification in cement concrete.

Providing and filling in position rubberized bitumen hot sealing

16.46 compound for sealing of expansion joints in roads / pavements all

complete as per direction of the Engineer-in-Charge.

29 Using grade 'A' sealing compound conforming to IS: 1834. cm width

17.0 SANITARY INSTALLATIONS

17.35 Providing and fixing soil, waste and vent pipes :

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc.-External work

18.23S C.I./DUCTILE IRON PIPES & SPECIALS

Providing and laying S&S centrifugally cast (spun) iron pipes (Class

LA) conforming to IS - 1536 :

18.54S PTMT FITTINGS

18.57 Providing and fixing PTMT, push cock of approved quality and colour.

34 18.57.1 15 mm nominal bore, 98 mm long, weighing not less than 75 gms Each 60 96.45 5787

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing, laying and jointing glazed stoneware pipes class SP-1 with

19.1 stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1

fine sand) including testing of joints etc. complete :

VARANASI DIVN.-ENGG/NORTH EASTERN RLY

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse

19.2 sand : 10 graded stone aggregate 40 mm nominal size) all-round

S.W. pipes including bed concrete as per standard design :

Schedule Schedule F-NS Items (Work Related to Extension and Raising of Platform for 24 Coaches in Varanasi Division (SDT & JKN)

Item- 1 Overall percentage above/below/at par over the basic cost of all the items of as per Item Breakup of Schedule-F

S No. Item No Description of Item Unit Qty Rate Amount

1 1 Manufacturing, supplying & fixing of pr-fabricated RCC coping stone Each 754.00 1731.20 1305324.80

of size 530mm x 1125mm x 100mm thick as per top face designed

and approved by site Engineer with M-30 grade RCC with 8 mm dia.

tor steel at 150mm c/c both ways and manufactured by vibro

compaction process using jointless FRP/GRP steel moulds of required

size, shape & design. The item includes cost of cement,

reinforcement, transportation etc. (Note : Under layer of cement

mortar to be laid as per site conditions & should be paid for

2 2 Extra for vaccum dewatering in fresh concrete work 100 mm thick by Sqm 4000.00 105.00 420000.00

levelling with double framed screed vibrator, excess water to be

removed through vaccum pump with bottom and top filler mat duly

sealing the edges all around ,finishing with power floater and power

trowler to obtain the hard surface with all lead and lift and other

incidental work etc.

3 3 Providing, hoisting and fixing in position upto floor two level M 25 cum 80.00 9366.35 749308.00

Grade precast RCC work including setting in cement mortar 1:3 (1

cement : 3 coarse sand) and finishing smooth with 6mm thick

cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces

complete including cost of centering, shuttering, finishing,

Admixtures in recommended proportion (as per IS:9103) to

accelerate, retard setting of concrete, improve workability without

impairing strength and durability, including cost of cement and

excluding steel reinforcement, as per approved plan & direction of

Engineer incharge.IIn blocks of complicated design such as C blocks

of cabins, Platform walls etc

4 4 Supplying, erecting and fixing precast concrete reinforced bench Each 22.00 10528.21 231620.62

with back rest. Bench shall consist of 2 nos. L shaped base support in

natural cement colour of thickness 100 mm, back height 1000 mm,

front height 450 mm, base width 620 mm and 5 nos. reinforced

concrete planks in red colour and size of 1500 x 100 x 50mm and 1

no. reinforced concrete plank of 150 x 200 x 50mm; manufactured

by using M-30 grade concrete & reinforced suitably; all parts to be

joined with galvanised nuts and bolts of suitable size. All bolts to be

sealed after assembly. Complete job to be done as per directions of

Engineer Incharge

5 5 Fabricating, supplying and installing stainless steel 3/4 seater Kg 600.00 896.72 538032.00

benches with or without back rest of size and shape as per design

and drawing approved by Engineer Incharge. Bench shall be

manufactured from stainless steel 304 Grade with perforation made

with turret punching machine and rolled on roller machine. Steel to

be either laser cut or water jet cut (no shearing). Polishing to be done

with automatic polishing machines to give mirror polish. All parts to

be connected with suitable CNC made connectors and counter sunk

screws etc.Welding to be done with suitable SS 304 Grade welding

rods and treated with K-2 solution. Joints shall be finished ensuring

that no welding marks are visible. Fixing at site should be done with

suitable SS base plate and dash fasteners. Manufacturer shall submit

maintenance manual and basic material test report for grade

6 6 Providing and fixing 25mm thick Tactile tiles (line/ dot type for Sqm 720.00 4400.00 3168000.00

Divyangjan friendly routes) of size 300mm x 300mm conforming to

IS:15622 of make Johnson or similar of approved shade colour and

texture for Railway platforms, FOB ramps, outdoor floors, etc. laid

over 20mm thick base of cement mortar 1:4 (1 cement: 4 coarse

sand) in all shapes & patterns including grouting the joints with white

cement mixed with matching pigments etc. complete as per

direction of Engineer-in-Charge.

7 7 Manufacturing, supplying and fixing of signages as per design to be Square 236.00 550.00 129800.00

made of 2mm thick alluminium steel face to be fully with high Foot

density anoapulated lance type heat activated retro reflective sitting

with massage in similar sitting colour scheme as approved by site

Engineer-in-charge. The retro reflective sitting should be adhere to

the base sub structure by heat lamp vacuum application (The

signage are to be fixed on frame which will be provided by railway)

VARANASI DIVN.-ENGG/NORTH EASTERN RLY

8 8 Manufacturing, supplying and fixing station name boards of size 2.44 Each 2.00 10923.65 21847.30

mtr X0.90 mtr fabricated out of 2 SWG black iron sheet welded

between the two angle iron size40x40x5mm on either face of the

sheet with three no holes 12 mm diain each vertical portion of the

frame for fixing to the post of size125mm x75mm will be provided

for fixing board with post. The post shall be supplied with the board,

with heal of any section welded to bottom of the post, Six nos. MS

bolts and nuts12mmx40mm will be provided for of board with the

posts. in three languages as per desired pattern and height /size etc

as a complete job including cement concrete work in fixing over

platform. The post and frame shall be painted with one coat of

primer and three coats of enamel paint of approved quality & shade.

Station name board shall be painted with one coat of primer and

three coats of golden yellow paint of approved quality on both sides

& shade including lettering work

Schedule G-CPWD DSR/2021 Items (Civil work related to interlocking of level crossing gate having more then 20000 TVU under

Schedule jurisdiction of Sr. DEN-III/BSB (7 at Km 214/2-3 bet BSBS-HDT, 42A at Km-268/0-1 bet GYN-BYH, 46A at Km-276/5-6 bet GYN-BYH,

49B at Km-289/4-5 bet BYH-HDK)(Total = 4 Nos)

All item of works as per Item Breakup of Schedule-G based on CPWD DSR/2021 and any other item of work not provided in Item

Breakup of Schedule-D but provided in CPWD DSR/2021 with up to date correction slips.

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

2.6 m in width as well as 10 sqm 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.

2.27 Supplying and filling in plinth with sand under floors, including cum 120 2161.2 259344

watering, ramming, consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete of specified grade

4.1 excluding the cost of centering and shuttering - All work up to plinth

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural cum 10 6670.25 66702.5

3 sources: 6 graded stone aggregate 40 mm nominal size derived from

natural sources)

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural cum 40 6326.05 253042

4 sources : 8 graded stone aggregate 40 mm nominal size derived

from natural sources)

4.10S DAMP-PROOF COURSE

4.10 Providing and laying damp-proof course 40mm thick with cement Sqm 60 370.85 22251

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)

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting, propping etc. and

removal of form for

6 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 800 766.55 613240

7 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 100 608.35 60835

8 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 200 804.25 160850

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including straightening, cutting,

5.22 bending, placing in position and binding all complete upto plinth

9 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 3786 89.65 339414.9

Steel reinforcement for R.C.C. work including straightening, cutting,

5.22A bending, placing in position and binding all complete above plinth

10 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 18840 89.65 1689006

5.33S 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 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. 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

5.33.1 All works upto plinth level

VARANASI DIVN.-ENGG/NORTH EASTERN RLY

11 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 48 8683.8 416822.4

5.33.2 All works above plinth level upto floor V level

12 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 120 10306.2 1236744

5.35 Add for using extra cement in the items of design mix over and Quintal 100 688.45 68845

above the specified cement content therein.

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

Brick work with common burnt clay F.P.S. (non modular) bricks of

6.4 class designation 7.5 in superstructure above plinth level up to floor

V level in all shapes and sizes in :

6.12S HALF BRICK MASONRY

Half brick masonry with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in foundations and plinth in :

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of required dia & length

(hold fast lugs or dash fastener shall be paid for separately).

Providing and fixing glazed shutters for doors, windows and

clerestory windows using 4 mm thick float glass panes, (weight not

less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt

hinges bright finished of required size with necessary screws.

9.9.1 Second class teak wood

9.12 Extra for providing frosted glass panes 4 mm thick (weight not less Sqm 7.2 148.5 1069.2

than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick

19 (weight not less than 10 kg per sqm) in doors, windows and

clerestory window shutters. (Area of opening for glass panes

excluding portion inside rebate shall be measured).

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required pattern in frames of

9.48 windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

20 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 100 197.7 19770

9.53 Providing 40x5 mm flat iron hold fast 400 mm long including fixing to Each 80 194.35 15548

frame with 10 mm diameter bolts, nuts and wooden plugs and

21 embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal

10.0 STEEL WORK

Providing and fixing 1mm thick M.S. sheet door with frame of

40x40x6 mm angle iron and 3 mm M.S. gusset plates at the

junctions and corners, all necessary fittings complete, including

applying a priming coat of approved steel primer.

Steel work welded in built up sections/ framed work, including

10.25 cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and Kg 800 142.3 113840

11.0 FLOORING

11.2 Dry brick on edge flooring in required pattern with bricks of class Sqm 400 733.3 293320

24 designation 7.5 on a bed of 12 mm mud mortar, including filling

joints with local sand, with common burnt clay non modular bricks.

Providing and fixing 10 mm thick acid and/or alkali resistant tiles of

approved make and colour using acid and/or alkali resisting mortar

bedding, and joints filled with acid and/or alkali resisting cement as

per IS : 4457, complete as per the direction of Engineer-in- Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement :

11.41S 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 mm thick 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. 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.

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

VARANASI DIVN.-ENGG/NORTH EASTERN RLY

12.0 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 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.

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.

12.42.1 Coupler

12.42.5 Bend 87.5 degrees

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint system for interiors and

exteriors using Primer as per manufacturers specifications :

13.48.2 Painting wood work with Deluxe Multi Surface Paint of required Sqm 20 144.9 2898

shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under

coat of primer applied @0.75 ltr/10 sqm of approved brand and

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even Sqm 40 140.05 5602

shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under

coat of primer applied @ 0.80 ltr/10 sqm of approved brand and

Finishing walls with 100% Premium acrylic emulsion paint having

VOC less than 50 gm/litre and UV resistance as per IS 15489:2004,

Alkali & fungal resistance, dirt resistance exterior paint of required

shade (Company Depot Tinted) with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and Sqm 600 154.45 92670

33 including priming coat of exterior primer applied @ 0.90 litre/10

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

13.80 Providing and applying white cement based putty of average Sqm 1400 123.85 173390

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

16.0 ROAD WORK

16.15S FENCING

16.15 Supplying at site :

16.15.2 Welded steel wire fabric of required width having rectangular mesh Kg 6300 74.45 469035

36 painted with two or more coats of enamel paint of approved shade

over a coat of primer (Priming & Painting to be paid for separately).

Fencing with angle iron post placed at required distance embedded

in cement concrete blocks, every 15th post, last but one end post

and corner post shall be strutted on both sides and end post on one

side only and provided with horizontal lines and two diagonals

16.18 interwoven with horizontal wires, of barbed wire weighing 9.38 kg

per 100 m (minimum), between the two posts fitted and fixed with

G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth

work and concrete work to be paid for separately). Payment to be

made per metre cost of total length of barbed wire used.

16.19 Supplying at site Angle iron post & strut of required size including Kg 1500 99.95 149925

38 bottom to be split and bent at right angle in opposite direction for 10

cm length and drilling holes upto 10 mm dia. etc. complete.

16.20 Welded steel wire fabric fencing with posts of specified material and Sqm 420 55 23100

of standard design placed and embedded in cement concrete blocks

45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone

aggregate 40 mm nominal size), every 15th post, last but one end

post and corner post shall be strutted on both sides and end post on

39 one side only and struts embedded in cement concrete blocks

70x45x50 cm of the same mix, provided with welded steel wire

fabric fixed between the posts fitted and fixed with G.I. staples on

wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of

posts, welded steel wire fabric, painting, earth work in excavation

and concrete to be paid for separately).

VARANASI DIVN.-ENGG/NORTH EASTERN RLY

Schedule H-NS Items ((Civil work related to interlocking of level crossing gate having more then 20000 TVU under jurisdiction of

Schedule Sr. DEN-III/BSB (7 at Km 214/2-3 bet BSBS-HDT, 42A at Km-268/0-1 bet GYN-BYH, 46A at Km-276/5-6 bet GYN-BYH, 49B at Km-

289/4-5 bet BYH-HDK)(Total = 4 Nos)

Item- 1 Over all percentage above/below/At Par over the basic cost of all the items of as per Item Breakup of Schedule-H

S No. Item No Description of Item Unit Qty Rate Amount

1 1 Manufacturing, Supplying and fixing of signages as per design to be Sqm 4.00 7430.00 29720.00

made of 2mm thick aluminum sheet face to be fully with high density

manipulated lens type heat activated retro reflective sheeting with

message similar sheeting in color scheme as approved by site

engineer in charge. The retroreflective sheeting should be adhere to

the base sub structure by heat lamp vacuum application. The

signages are to be provided with back support frame made of M.S.

Angle iron 35x35x6mm. The signages are to be fixed on the

approved structure. The rate includes all lead, lifting at any height,

loading, unloading, all taxes, charges all labour & material, tools &

plant as a complete job. Nothing extra will be paid whatever the case

2 2 Supplying, fitting, fixing & installing including boring of 40 mm dia Each 4.00 59370.57 237482.28

hand tube well assembly India Mark II having total depth of 50

metres with the following components as per IS:9301 : i) Hand pump

(single acting) India mark-II galvanized as per IS : 9301 - 90. ii) Brass

strainer mesh type made of long slotted medium B class G.I. pipes

with 80-mesh brass wire net wrapping around the perforated pipe

and jacketed by 26 / 28 SWG brass perforated sheet. 40 mm dia (2

lengths of each 1.83 m connected with G.I. socket). iii) C.I. cylinder

with G.M. parts India mark - II 65 mm dia x 0.45 m long as per IS:

9301 - 90. iv) G.I. casing pipe 100 mm dia medium quality ISI

marked 18 m long. G.I. pipe 40 mm dia medium quality ISI marked

28.35 m long. vi) 32 mm dia G.I. pipe (riser) medium quality ISI

marked 17 m long. vii) 12 mm dia bright bar electro galvanised

connecting rod, 3.0 m long each as per IS : 9301 of length as

required. viii) all accessories as per IS: 9301 -90 such as G.I.

reducing socket 100 mm x 40 mm, C.I. plug cutter 40 mm, base

plate, M.S. nuts & bolts etc. The work also includes priming,

development and testing of the yield (which should be sufficient

enough) for seven days with all labour, material, tools and plants

complete. ix) 40 mm dia G.I. ISI marked medium quality hanging

pipe to the extent of 17 m. x) all accessories such as C.I. plug cutter

40 mm, base plate, M.S. nuts & bolts etc. as required . The work also

includes priming & development and testing of the yield (which

should be sufficient enough) for seven days with cost of labour and

material, all tools and plants complete in all respect

Item Breakup - A-CPWD DSR/2021 Items (Work Related to Raising & Extension of Platform No 1 upto highlevel at AHM, SDC & MHO)

Item Breakup - B-NS Items (Work Related to Raising & Extension of Platform No 1 upto highlevel at AHM, SDC & MHO)

Manufacturing, supplying & fixing of pr-fabricated RCC coping stone Each of size 530mm x 1125mm x 100mm thick as per top face designed and approved by site Engineer with M-30 grade RCC with 8 mm dia. tor steel at 150mm c/c both ways and manufactured by vibro compaction process using jointless FRP/GRP steel moulds of required size, shape & design. The item includes cost of cement, reinforcement, transportation etc. VARANASI DIVN.-ENGG/NORTH EASTERN RLY

Extra for vaccum dewatering in fresh concrete work 100 mm thick by Sqm levelling with double framed screed vibrator, excess water to be removed through vaccum pump with bottom and top filler mat duly sealing the edges all around, finishing with power floater and power trowler to obtain the hard surface with all lead and lift and other incidental work etc.

Providing, hoisting and fixing in position upto floor two level M 25 cum Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, including cost of cement and excluding steel reinforcement, as per approved plan & direction of Engineer incharge.IIn blocks of complicated design such as C blocks of cabins, Platform walls etc

Supplying, erecting and fixing precast concrete reinforced bench Each with back rest. Bench shall consist of 2 nos. L shaped base support in natural cement colour of thickness 100 mm, back height 1000 mm, front height 450 mm, base width 620 mm and 5 nos. reinforced concrete planks in red colour and size of 1500 x 100 x 50mm and 1 no. reinforced concrete plank of 150 x 200 x 50mm; manufactured by using M-30 grade concrete & reinforced suitably; all parts to be joined with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly. Complete job to be done as per directions of Engineer Incharge

Providing and fixing 25mm thick Tactile tiles (line/ dot type for Sqm Divyangjan friendly routes) of size 300mm x 300mm conforming to IS:15622 of make Johnson or similar of approved shade colour and texture for Railway platforms, FOB ramps, outdoor floors, etc. laid over 20mm thick base of cement mortar 1:4 (1 cement: 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Manufacturing, supplying and fixing of signages as per design to be Square made of 2mm thick aluminum steel face to be fully with high density Foot manipulated lance type heat activated retro reflective sitting with massage in similar sitting colour scheme as approved by site Engineer-in-charge. The retro reflective sitting should be adhere to the base sub structure by heat lamp vacuum application (The signage are to be fixed on frame which will be provided by railway)

Manufacturing, supplying and fixing station name boards of size 2.44 Each mtr X0.90 mtr fabricated out of 2 SWG black iron sheet welded between the two angle iron size40x40x5mm on either face of the sheet with three no holes 12 mm dia in each vertical portion of the frame for fixing to the post of size125mm x75mm will be provided for fixing board with post. The post shall be supplied with the board, with heal of any section welded to bottom of the post, Six nos. MS bolts and nuts12mmx40mm will be provided for of board with the posts. in three languages as per desired pattern and height /size etc as a complete job including cement concrete work in fixing over platform. The post and frame shall be painted with one coat of primer and three coats of enamel paint of approved quality & shade. Station name board shall be painted with one coat of primer and three coats of golden yellow paint of approved quality on both sides & shade including lettering work. Total 13377228.10 Schedule C-CPWD DSR/2021 Items (Work Related to Extension and Raising of Platform for 24 Coaches in Varanasi Division (GYN