NTPC LIMITED - rites. · PDF filePage 1 of 27 Signature of the tenderer under seal of the firm...

Page 1 of 27 Signature of the tenderer

under seal of the firm

NTPC LIMITED

(A Government of India Enterprise)

Open Tender Notice No. 33/OT/NTPC-BARH/Civil & P. Way/Stage-II/PKG-II/2013 Dated 01.08.2013.

TENDER AND CONTRACT DOCUMENT FOR P.WAY WORKS INCLUDING SUPPLY OF MATERIALS AND MISC. CIVIL WORKS IN CONNECTION WITH THE PROJECT MANAGEMENT AND CONSTRUCTION OF RAILWAY SIDING AND S&T SYSTEM PACKAGE FOR BARH STPP, STAGE-II (2 X660 M.W) AT BARH, DIST. PATNA, BIHAR.

Package – II

PART-2 FINANCIAL BID

CONTENTS

SCHEDULE (BILL) OF QUANTITIES

(Item Rate Tender)

Issued to (Name of Tenderer):________________________________________________

Address of tenderer: ________________________________________________________

Signature of officer issuing the documents_______________________________________

Designation ________________________________________________________________

Date of Issue________________________________________________________________

RITES Ltd. (A Govt. of India Enterprise)

Kolkata Project Office 56, C.R. Avenue, 2nd Floor Kolkata-700 012

e. mail: [email protected] Phone No.: 033-22367118/7146/7162/7143(Fax)



PART – 2

FINANCIAL BID

Schedule (Bill) of Quantities

(Item Rate Tender)



Schedule (Bill) of Quantities

Name of work: P. Way works including supply of materials and Misc. Civil works in connection with Project Management and construction of Railway Siding and S&T System Package for Barh – STPP,

Stage-II, (2x660 MW) at Barh, Dist. Patna, Bihar.

Tender No. 33/OT/NTPC-BARH/Civil & P.Way/Stage-II/PKG-II/2013 Dated 01.08.2013.

Schedule A (P. Way Works)

Sl.No. Description Unit Quantity Rate to be

quoted in figure & in words

(Rs.)

Amount

(Rs.)

1) Laying and linking of track on PSC sleepers @ 1540 sleepers/km on straight/curve with

52 kgs rails duly welded into 3 rail panels by Short Pre Heat Thermit Welding Process

with elastic fastenings to correct track

parameters as specified, complete.

Track Metre

6700

i) Cost of rails and PSC sleepers, welding

and testing of welded rail joints, not

included in this item. This will be paid separately under appropriate item provided

in the schedule 52kg rail and PSC sleepers will be supplied free of cost at NTPC

store/Barh, contractor has to transport the

same at his own cost to site of works.

ii) This item should include the cost of all

sleeper fittings (52kg rail section on 60Kg sleeper as per specifications :

(a) 52kg fish plates as per RDSO Drg. No. T090 (M) cor. 6th of July, 92 IRS

specification no. T 1-1966(M) and latest amendment if any, with fish bolts 25mm

dia and nuts to RDSO Drg. No. T-11501

IRS specification T-23/1967.

(b) ERC MK III as per RDSO Drg. No.

RDSO/T-3701 and ERC J-clips to RDSO

Drg. No. T-4158 for fish plated joints.

(c) Grooved rubber sole plates as per

RDSO Drg. No. T-3711 with approved adhesive.

(d) GFN-66 liner as per RDSO Drg. No. T-

3707 (GS) and RDSO/T-3708 (NGS) for 52 kg rails on 60kg sleepers as per RDSO Drg.

No. T/2496. (GS = Gauge Side, NGS = Non Gauge Side)




quoted in figure

& in words

(Rs.)

Amount (Rs.)

(iii) Track is to be laid to the approved alignment, level gauge in straight curves

including providing super elevation and transition portions where required with

initial packing. The rate shall include all leads, lifts, crossing of tracks, handling, re-

handling, transportation of permanent way

materials to the site, pairing of SWP, straightening drilling of holes, chamfering

holes in rails where required Paint marking of correct sleeper spacing on gauge face of

base rail, painting writing of station no on

curves, 10m apart on the inside web and foot of the outer rails and realigning the

same including initial packing and providing, fixing steel curve boards on

approach of the curve fixed at tangent point on the out side of the curve duly

painted curve details as per directives of

Engineer In-charge Greasing of Elastic Rail clips & inserts and greasing/oiling of fish

plates and fish bolts (IS 408-1981). Providing correct expansion gaps at joints,

according to installed temperature,

sleepers spacing shall be suitably adjusted as per direction of site engineer.

2) Extra to item no.1 for linking and fixing in

position 52 kg 90 UTS T-12 check rails on curves sharper than 50 (along with inner

rail of the curve) including all leads, lifts, cutting of rail flanges for linking on PSC

sleepers to RDSO Drawing no. 75738-5740 including drilling & chanfering of holes,

bending of rails & rail flanges and

supplying & fixing all fittings as per RDSO Drg. T-4783 including brackets, MS Bolts &

Nuts, spring washers/packing pieces, distance blocks etc. for check rails

complete (Payment shall be made on the

basis of the running track metres measured from end to end of check rail along the

entire line of track as seen in the plan).

Track

Metre 1540

Note :

(i) PSC sleepers for curves will be supplied by

NTPC free of cost at NTPC Store/Barh.

(ii) Rails to the extent required will be supplied free of cost at NTPC Store/Barh.




quoted in figure

& in words

(Rs.)

Amount (Rs.)

3) Extra over item no. 1 for linking & fixing in

position 52 kg, 90 UTS, T-12 check rail at level crossing on both sides rails including

all leads, lifts, cutting of rails and flanges

for linking on PSC sleepers to RDSO Drg. No. 4148 A including drilling & charmfering

of holes, bending of rails & rail flanges, painting with coal tar, supplying fixing all

fittings as per RDSO Drg. No. T-4783,

complete (Payment shall be made on the basis of running track metres measured

from end to end of check rail along the centre line of track as seen in the plan.

Track Metre

130

Note:- (i) PSC Sleepers for Level crossing

will be supplied free of cost by NTPC Store/Barh.

(ii) Rails to the extent required will be

supplied free of cost at NTPC Store/Barh.

4) Supplying and assembling, laying and

linking of complete set of 1 in 8.1/2 BG

52kg turnouts as per RDSO drawing No. at specified locations T-4865 at specified

locations comprising of 6400 mm/11000 mm over-riding curved switches, as per

RDSO Drg. No. T-4866, and CMS crossings BG 52kg rail section as per RDSO Drg. No.

T-4867/I, fit for fan shape PSC sleepers

along with C.I. distance blocks, bolts, check rails and as per above referred drawings

(excluding lead rails) with fish bolts holes drilled and chamaferred using equipment

approved by the Railway, all bearing

plates, ordinary as well as special rubber pads, fittings fastenings, for the turnout as

well as for approach/exist sleepers, fish plates and bolts, nuts, washers, Composite

GFN liners, distance blocks, check blocks, packing pieces, plate screws etc., and all

other fittings, also for lead rails and for

check rails, angle ties, stretcher bars, including PSC sleepers. (52 kg/90UTS/T-12

first quality rails for manufactures of switches and crossings shall be arranged

by manufacturer at his own cost).

Each Set

14

Note : Lead rails 52 kg as required will be supplied by NTPC at Barh Depot and

contractor shall have to lead to site at his

own cost.



Sl.No. Description Unit Quantity Rate to be quoted in figure

& in words

(Rs.)

Amount (Rs.)

5) Supplying and stacking of machine crushed

Track Ballast, conforming to RDSO Specification of Track Ballast, June 2004

with latest amendments. Stacking of ballast

to be done along the alignment on cess/toe of the embankment, or inside cutting

including all types of transportation upto the site including all leads, lifts crossing of

tracks and any other obstructions. The rate

includes leveling of the stacking space properly and all taxes, levies, duties, octroi,

royalty, etc. including all material and labour. No deduction will be made on stack

measurement for shrinkage.

Cum 14000

6) Handling/lifting/loading and spreading track ballast including light rolling of bed to

a uniform level by using light rollers

(minimum two passes) for preparation of ballast bed of required thickness giving

ballast cushion of 250mm. The ballast shall be lead from existing stacks to the

proposed alignment of the track and spread there to make ballast bed for the

track including subsequent making up of

ballast after linking/packing of track as required to make proper ballast profile on

straight or on curves including ballast in shoulders and cribs as a complete job.

Cum 14000

7) Providing through packing of newly laid

tracks single line/double line on straight or curve with any sleeper density to a good

geometry to conform to specified

alignment and level and other track parameters including squaring of sleepers,

slewing of tracks to correct alignment, gauging, tightening of fittings, lifting of

track if required to obtain the required cross level/ballast cushion, packing of

sleepers and boxing to approved ballast

profile with all tools and labours as a complete job

(a) First through conventional packing M 6700

(b) Second through conventional packing M 6700

(c) Third and subsequent packing M 6700




& in words

(Rs.)

Amount (Rs.)

8) Providing through packing of newly laid 1 in 8 1/2 turnouts/points and crossings for

bringing them to a good geometry to conform to specified line and level and

parameters as per specification, slewing of

track to correct alignment, gauging, tightening of fittings, lifting of track as

necessary to obtain the required ballast cushion, cross levels, packing of sleepers

and boxing to final profile to conform to

specified line and level.

(a) First through conventional packing Per

set

14

(b) Second through conventional packing Per

set

14

(c) Third and subsequent packing Per

set

14

9) Welding of rail joints of 52kg, 90 UTS, T-12

(IU/1st quality) rail with short pre heat, Thermit Welding (SKV) process to make 3

rail panel on the cess or insitu including

USFD test of all welded joints and painting as specified in IRS specification of fusion

welding of rail by AT process to IRS T-19/1994 and Manual for fusion welding of

rails by AT process, Sept. 1988 including all labour and materials complete. It includes

cost of load test of thermit welded joints as

per clause 4 of IRS specification T-19 including all labour and materials complete.

Contractor has to arrange the testing of joints from the approved laboratory/test

house. The item includes the cost of

creating proper gap of welding by the contractor at his own cost.

Each 720




& in words

(Rs.)

Amount (Rs.)

10) Extra for transverse breaking load test of Thermit welded joints as per clause 4 of

IRS specification T-19 including all labour and material complete. The contractor has

to arrange the testing of joints from the approved laboratory/test house.

Each 10

11) Fabrication, erecting and fixing in Position

dead end as per approved drawings. This includes drilling of holes in rails, providing

stopper plates, fixing of wooden beam and

all other fixtures as per approved plan including all lead lift transportation, all

labour and material complete as per direction of Engineer (only 2nd hand rail

will be supplied by NTPC free of cost,

contractor has to lead the same free of cost).

Each 3

12) Fabricating, supplying and fixing in position the following items with all contractors

materials, labour, plant and machinery,

complete work :

(i) Supplying and fixing in position pre cast RCC gradient posts as per approved plan

Annexure PW-VI at every change of gradient shown in L-section duly engraved

of painting grade as per IRPWM or as per

direction of Site Engineer.

Each 8

(ii) Providing and fixing fouling marks as per approved drawings made of RCC M-15

Each

22

(iii) Providing and fixing KM Posts as per approved drawing made of RCC M-15

Each 6




quoted in figure

& in words

(Rs.)

Amount (Rs.)

13) Making new epoxy levelling layer of 13.6mm for a width of 400 mm over

concrete beam of track hopper (rail bearer) including fixing and tightening of fish bolts

and nuts and maintaining proper gauge alignment, level (both cross and

longitudinal), expansion gap at rail joints.

The rate should be inclusive of dekinking of rails as required, cutting of rails as required

on straight for squaring of joints, drilling holes on web of rail square to rail surface

by using proper template for fish plated

joints, greasing of eye holes and MCI inserts, ERC, fishing zone of rail in Track

hopper portion to match with the desired level with Araldite Gy-257, Hardener Hy-

840, Hardener Hy-960 and Quartz sand Mix-10 in the proportion of 100:50:2:800

by weight to be applied over a priming coat

of Araldite Gy-257 and Hardener Hy-840 in the proportion of 100:50 and one top coat

over the levelling layer with Araldite Gy-257, Haredner Hy-840 and Harderner Hy-

960 in the proportion of 100:50:2. (All

contractor's materials including labour and tools etc.)

Meter 620

14) Laying and fixing 52 kg rails (3 panel) with

all following fittings to be supplied by the contractor :

Meter 620

a) CI Inserts to IRS Specifications No. T-46 and to RDSO Drg. No. T-381

b) MS Composite Insulating Liners to IRS Specification & to RDSO Drg. No. T-

3741(GS) & 3742 (NGS.)

c) Grooved Rubber Sole Plate to IRS Specifications and to RDSO Drg. No. T-

3711.

d) Pandrol Clips to IRS Specifications No. T-31/1992 and to RDSO Drg. No. T-3701

e) 52 kgs fish plates to RDSO Drg. No. T-090(M) Cor.6 of July 92 in length of 610

mm to IRS Specification No. T1-66

f) Fish bolts 25mm dia with nuts for RDSO Drg. No. T-11501 - IRS Specification T-

23/1967.




quoted in figure

& in words

(Rs.)

Amount (Rs.)

joint including bolts and nuts. The rate

also includes carrying of 3 rail panel , ascent, descent, loading and unloading, all

lead and lift from NTPC Rail Stack. The

rate also includes supply of grease, oil etc. for lubrications of rail joints. The rate also

includes fixing of grooved rubber sole plates over the rail seats through out the

length of the track with Araldite Gy-257

and also grouting of holes for fixing CI inserts with resin mortar (Araldite Hardener

& sand in proportion 100 : 50 : 350).

15) Painting (two coats) rail surface complete

except the rail table with protective paint

like red oxide. The rate includes removing and cleaning the rail , from dust and rust

before applying paint. The rate also includes supply of paint, consumables and

tools etc.

Meter 620

Total offered amount of Schedule – A Rs.

Rebate ( %) if any (-) Rs.

Net offered amount of Schedule – A Rs.



Schedule - B (Supply of Sleepers)


& in words (Rs.)

Amount (Rs.)

1) Supply of Monoblock prestressed concrete

sleepers for 60kg rails as per IRS T-39/1996 as amended upto date (to suit 52

kg rails).The rate quoted shall be inclusive of sales tax, excise duty , royalty or any

other charges leviable including packing,

transit insurance, loading transportation and unloading at Barh In-plant depot as per

directions of site engineer as complete job (The sleepers supplied should be

accompanied by a certificate of inspection

by M/s RITES i.e., authorised agency)

a) As per RDSO Drg no T-2496/Alt-2 with

modification for plain track

each 7747

b) B.G Prestressed monoblock concrete sleeper (category I) as per RDSO drg.

No. T-4186 conforming to IRS specification.

each 2372

c) B.G Prestressed monoblock concrete sleeper (category I) as per RDSO drg.

No. T-4148 conforming to IRS

specification.

each 201

Total offered amount of Schedule – B Rs.


Net offered amount of Schedule – B Rs.



Schedule - C (Paving in Post Tippler Yard)


& in words (Rs.)

Amount (Rs.)

1 Cement concrete pavement with 1:2:4 (1 cement: 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) including finishing complete.(DSR 11.7)

Cum 165

Total offered amount of Schedule – C Rs.


Net offered amount of Schedule – C Rs.

SCHEDULE - D (PROVISION OF ELECTRIC SUB-STATION BUILDING) Schedule – D (A)


quoted in figure & in words

(Rs.)

Amount

(Rs.)

1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual

means in foundation trenches or drains

(not exceeding 1.5 m in width or 10sqm on plan) including dressing of sides and

ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and

disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of

soil. (DSR 2.8.1)

Cum 40

2) Filling available excavated earth (excluding rock) in trenches plinth, sides of

foundations etc. in layers not exceeding

20cm in depth: consolidating each deposited layer by ramming and watering

lead up to 50m and lift up to 1.5m. (DSR 2.25)

Cum 15

3) Providing and laying in position cement

concrete of specified grade excluding the cost of centring and shuttering -All work

upto plinth level.

(a) 1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20mm nominal

size(DSR4.1.2)

Cum 15




& in words

(Rs.)

Amount (Rs.)

(b) 1:3:6 (1 cement :3 coarse sand :6 graded

stone aggregate 40mm nominal size) (DSR4.1.6)

Cum 8

(c) 1:4:8 (1 cement :4 coarse sand : 8 graded

stone aggregate 40mm nominal size) (DSR

4.1.8)

Cum 8

4) Providing ans laying damp-proof course

50mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR 4.11)

Sqm 13

5) Applying a coat of residual petroleum bitumen of penetration 80/100 of approved

quality using 1.7kg per square metre on damp proof course after cleaning the

surface with brushes and finally with a

piece of cloth lightly soaked in kerosene oil (DSR 4.13)

Sqm 26

6) Centring and shuttering including strutting,

propping etc. and removal of form for:

a) Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3)

Sqm 90

b) Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR 5.9.5)

Sqm 30

c) Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills,

string courses, bands, copings, bed plates,

anchor blocks and the like. (DSR 5.9.15)

Sqm 7

7) Reinforcement for RCC work including

straightening, cutting, bending, placing in

position and binding all complete. Cold twisted bars. (DSR 5.22.3)

kg 4000

8) Providing and fixing in position 12mm thick bitumen impregnated fibre board

conforming to IS: 1838 including cost of primer, sealing compound in expansion

joints (DSR 5.28)

Per cm

depth per

100m

7




& in words

(Rs.)

Amount (Rs.)

9) Brick work with FPS bricks of class

designation 75 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse

sand) (DSR 6.1.2)

Cum 60

10) Brick work with FPS bricks of class

designation 75 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) (DSR 6.4.2)

Cum 70

11) Providing and fixing ISI marked flush door

shutters non-decorative type, core of block board construction with frame of 1st class

hard wood and well matched commercial 3 ply veneering with vertical grains or cross

bands and face veneers on both faces of

shutters 30 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws (DSR 9.21.2)

Cum 10

12) Providing and fixing aluminium sliding door bolts ISI marked anodised (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 250x16mm (DSR 9.96.2)

Each 5

13) Providing and fixing aluminium tower bolts

ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868)

transparent or dyed to required colour or

shade with necessary screws etc. complete 250x10mm (DSR 9.97.2)

Each 5

14) Providing and fixing aluminium handles ISI marked anodised (anodic coating not less

than grade AC 10 as per IS: 1868)

transparent or dyed to required colour or shade with necessary screws etc. complete

125mm (DSR 9.100.1)

Each 12

15) Providing and fixing aluminium hanging floor door stopper ISI marked anodised

(anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to

required colour or shade with necessary screws etc. complete

Single Rubber stopper(DSR 9.101.1)

Each 5




& in words

(Rs.)

Amount (Rs.)

16) Providing and fixing factory made ISI

marked steel glazed doors, windows and ventilators side/top/centre hung with

beading and all members such as K11 B

and K 12 B etc. complete of standard rolled steel sections, joints mitred and flash butt

welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded

in cement concrete blocks 15x10x10cm of

1:3:6 (1 cement:3 coarse sand" 6 graded stone aggregate 20mm nominal size) or

with wooden plugs and screws or rawl plugs and screws or with fixing clips or

with bolts and nuts as required, including

providing and fixing of hinges, pivots, float glass panes with glazing clips and special

metal sash putty of approved make and a priming coat of approved steel primer

excluding the cost of other fittings except necessary hinges or pivots complete as per

approved design. (Sectional weight of only

steel members shall be measured for payment without weight of glass and their

fittings) (DSR 10.11)

kg 25

17) Extra for providing and fixing steel beading of approved shape and section with screws

instead of glazing clips and metal sash putty in steel doors, windows, ventilators

and composite units. (DSR 10.12)

Metre 25

18) Providing and fixing T-iron frames for doors, windows and ventilators of mild

steel Tee-secitons, joints mitred and

welded with 15x3 mm lugs 10 cm long embedded in cement concrete blocks

15x10x10cm of 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm

nominal size) or with wooden plugs and screws or rawl plugs and screws or with

fixing clips or with bolts and nuts as

required including fixing of necessary butt hinges and screws and applying a priming

coat of approved steel primer (DSR 10.13)

Kg 90

19) Providing and fixing MS fan clamp Type-I or Type-II of 16 mm dia MS bar bent to

shape with hooked ends in RCC slabs during laying including painting the

exposed portion of loop, all as per standard

design complete. (DSR 10.17)

Each 5




& in words

(Rs.)

Amount (Rs.)

20) Cement concrete flooring 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement

including cement slurry, but exluding the

cost of nosing of steps etc. complete. 50mm thick with 20mm nominal size stone

aggregate (DSR 11.3.1)

Sqm 90

21) Painting top of roofs with bitumen of approved quality at 17 kg per 10 sqm

impregnated with a coat of coarse sand at 60 cum per 10sqm including cleaning the

slab surface with brushes and finally with a

piece of cloth lightly soaked in kerosene oil complete. with residual type petroleum

bitumen of penetration 80/100 (DSR 12.15.1)

sqm 110

22) Washed stone grit plaster on exterior walls

of height upto 10 M above level in two layers, under layer 12mm cement plaster

1:4 (1 cement : 4 coarse sand) furrowing the under layer with scratching tool,

applying cement slurry on the under layer

@ 2 kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1

cement : 1/2 coarse sand: 2 stone chipping 10 mm nominal size) in panels with groove

all around as per approved pattern including scrubbing and washing, the top

layer with brushes and waster to expose

the stone chippings, complete as per specification and direction of Engineer- in-

charge (Payment for providing grooves shall be made separately) (DSR13.72)

sqm 80

23) Forming groove of uniform size in the top

layer of washed stone grit plaster as per approved pattern using wooden battens,

nailed to the under layer including removal of wooden battens, repair to the edges of

panels and finishing the groove complete

as per specifications and direction of the Engineer-in-charge.

20mm wide and 15mm deep groove (DSR 13.73.2)

metre 60




& in words

(Rs.)

Amount (Rs.)

24) 10cm thick (average) mud phaska of

damped brick earth on roofs laid to slope consolidated and plastered with 25mm

thick mud mortar mixed with bhusa at

35kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and

covered with flat tile bricks of class designation 100 grouted with cement

mortar 1:3 (1 cement : 3 fine sand) mixed

with 2% of integral water proofing compund by weight of cement and finished

neat With FPS brick tiles (DSR 12.16.1)

Sqm 110

25) Extra for every additional 1 cm thickness of

mud phaska (DSR 12.18)

Sqm 220

26) Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand :

4 stone aggregate 10 mm and down

gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design in 75x75 mm deep chase (DSR 12.21.1)

metre 65

27) Making khurras 45x45cm with average

minimum thickness of 5cm cement concrete 1:2:4 (1 cement :2 coarse sand :

4 graded stone aggregate of 20mm nominal size over PVC sheet 1mx1mx400

micron, finished with 12mm cement plaster

1:3 (1 cement : 3 coarse sand & a coat of neat cement rounding the edges & making

and finishing the outlet complete. (DSR 12.22)

Each 42

28) Providing and fixing MS holder bat clamps

of approved design to CI or SCI rain water pipes embedded in and including cement

concrete blocks 10x10x10cm of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) and cost of

cutting holes and making good the walls etc.

(a) 100 mm dia. (DSR 12.38.1)

Each 18




& in words

(Rs.)

Amount (Rs.)

29) Providing lead caulked joints to sand cast

iron rain water pipes and fittings: 100mm dia pipe (DSR 12.39.1)

Each 90

30) 6 mm cement plaster to ceiling of mix:

1:3 (1 cement : 3 fine sand ) (DSR

13.16.1)

Sqm 75

31) 6 mm cement plaster 1:3 (1 cement : 3

fine sand) finished with a floating coat of

neat cement and thick coat of lime wash on top of walls when dry for bearing of

RCC slabs and beams. (DSR 13.17)

Sqm 8

32) Distempering with oil bound washable distemoer of approved brand and

manufacture to give an even shade New work (two of more coats) over and

including priming coat with cement primer

(DSR 13.41.1)

Sqm 500

33) Finishing walls with water proofing cement

paint " Snowcem Plus" of M/s Snowcem India Ltd., or equivalent of required

shade. New work (Two or more coats

applied@ 3.84 kg/10 sqm) (DSR 13.44.1)

Sqm 200

34) Applying priming coat: With ready mixed pink or grey primer of approved brand and

manufactured on wood work (hard and soft wood).(DSR 13.50.1)

Sqm 20

35) Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with

black anti corrosive bitumastic paint

approved brand and manufacture over and including a priming of ready mixed zinc

chromate yellow primer on new work: 100mm dia pipes (DSR 13.55.1)

Metre 40

36) Painting with oil type wood preservative of

approved brand and manufacture New work (two ormore coats) (DSR 13.57.1)

Sqm 20

37) Painting with synthetic enamel paint of

approved brand and manufacture to give an even shade: Two or more coats on new

work (DSR 13.61.1)

Sqm 25




& in words

(Rs.)

Amount (Rs.)

38) Providing and fixing water closet Squatting

pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level

white P.V.C. flushing cistern with manually

controlled device (handle lever) conforming to IS: 7231,

Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete

including cutting and making good the

walls and floors wherever required. White Vitreous China Orrisa pattern W.C.

pan. of size 580x 440 mm with integral type foot rests. (DSR 17.1.1)

Each 1

39) Providing and fixing white vitreous china

flat back or wall corner type lipped front urinal basin of 430x260x350 mm and

340x410x265 mm sizes respectively with automatic flushing cistern with standard

flush pipe and C.P brass spreaders with

brass unions and G.I clamps complete, including painting of fittings and brackets,

cutting and making good the walls and floors wherever required. One urinal basin

with 5 litre white P.V.C automatic flushing

cistern (DSR 17.4.1)

Each 1

40) Providing and fixing wash basin with

C.I/M.S brackets, 15mm C.P brass pillar taps, Kingston/Gem/Techno/Parko, 32mm

C.P brass waste of standard pattern,

including painting of fittings and brackets, cutting and making good the walls

wherever required: White Vitreous China Wash basin size 630x450mm with a pair of

15mm CP brass pillar tap (DSR 17.7.1)

Each 1

41) Providing and fixing PVC waste pipe for sink or wash basin including PVC waste

fittings complete. Semi rigid pipe 32 mm dia (DSR 17.28.1.1)

Each 1

42) Providing and fixing 100mm sand cast iron

grating for gully, trap (DSR 17.29)

Each 2

43) Providing and fixing 600x450mm bevelled

edge mirror of superior glass (of approved

quality) complete with 6mm thick hard board ground fixed to wooden cleats with

C.P. Brass screws and washers complete. (DSR 17.31)

Each 1




& in words

(Rs.)

Amount (Rs.)

44) Providing and fixing 600x120x5mm glass

shelf with edges round of supported on anodised aluminium angle frame with CP

brass brackets and guard rail complete fixed

with 40mm long screws, rawl plugs etc., complete (DSR 17.33)

Each 1

45) Providing and fixing soil, waste and vent

pipes 100mm dia. Sand cast iron S&S pipe as per IS: 3989(DSR 17.35.1.2)

(Qty. for rain water pipes is also included in this item.)

Metre 60

46) Providing and fixing bend of required

degree with access door, insertion rubber

washer 3 mm thick, bolts and nuts complete 100mm dia. Sand

cast iron S&S as per IS 3989 (DSR 17.38.1.2)

Each 2

47) Providing and fixing terminal guard 100mm

dia. Sand cast iron S&S as per IS: 3989, (DSR 17.56.1.2)

Each 2

48) Providing and fixing collar 100mm dia. Sand cast iron S&S as per IS: 3989, (DSR

17.57.1.2)

Each 4

49) Providing lead caulked joints to sand cast

iron/centrifugally cast (Spun) iron pipes and

fittings of diameters 100mm dia. (DSR 17.58.1)

Each 20

50) providing and fixing trap of self cleansing

design with screwed down or hinged grating with or without vent arm complete,

including cost of cutting and making good the walls and floors (100mm inlet and

100mm outlet).

sand cast iron S&S as per IS: 3989 (DSR 17.60.1.1)

Each 2

51) Painting sand cast iron/centrifugally cast

(Spun) iron soil, waste vent pipes and fittings with paint of any colour such as

chocolate grey, or buff etc., over a coat of primer (of approved quality) for new work.

100mm diameter pipe (DSR 17.65.1)

Metre 20




& in words

(Rs.)

Amount (Rs.)

52) Providing and fixing PTMT towel rail

complete with brackets fixed to wooden cleats with CP brass screw with concealed

fitting arrangement of approved quality and

colour. 450mm long towel rail with total length of 495m, 78mm wide and effective

height of 88mm, weight is not less than 170 gms. (DSR 17.73.1)

Each 1

53)(a) Providing and fixing G.I Pipes complete with

G.I fittings and clamps, including cutting and making good the walls etc., concealed

pipe including painting with anti corrosive

bitumastic paint, cutting chases and making good the wall. 20mm dia nominal bore

(DSR 18.11.2)

Metre 10

(b) Providing and fixing G.I Pipes complete with

G.I fittings and clamps, including cutting

and making good the walls etc., (internal work) Concealed pipe including painting

with anti corrosive bitumastic paint, cutting chases and making good the wall. 15mm

dia nominal bore (DSR 18.11.1)

Metre 20

54) Providing & fixing G.I Pipes complete with G.I fittings including trenching & refilling

etc.,(External work) 25mm dia nominal bore (DSR 18.12.3)

Metre 40

55) Making connection of G.I distribution branch with G.I main of following sizes by

providing and fixing tee, including cutting

and threading the pipe etc., complete. 25 to 40 mm nominal bore (DSR 18.13.1)

Each 2

56) Providing and fixing brass bib cock of approved quality. 15 mm nominal bore

(DSR 18.15.1)

Each 2

57) Providing and fixing brass stop cock of

approved quality. 15 mm nominal bore (DSR 18.16.1)

Each 2

58) Providing and fixing gun metal non-return

valve of approved quality. 25 mm nominal bore Horizontal(DSR 18.19.1.1)

Each 1

59) Providing and fixing uplasticised PVC connection pipe with brass unions 30cm

length. 15mm nominal bore (DSR 18.21.1.1)

Each 2




& in words

(Rs.)

Amount (Rs.)

60) Providing and fixing G.I Union in G.I pipe

including cutting and threading the pipe and making long screws etc., complete (new

work) 15mm nominal bore (DSR 18.46.1)

Each 3

61) Providing, laying and jointing glazed

stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1

(1 cement: 1 fine sand) including testing of joints etc., complete 100 mm diameter

(DSR 19.1.1)

Metre 40

62) Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand : 10

graded stone aggregate 40mm nominal

size) all round S.W pipes including bed concrete as per standard design. 100mm

diameter S.W pipe (DSR 19.2.1)

Metre 40

63) Providing and fixing square-mouth S.W

Gully trap grade 'A' complete with C.I

grating brick masonry chamber with water tight C.I cover with frame of 300x300mm

size (inside) the weight of cover to be not less than 4.50kg and frame to be not less

than 2.70kg as per standard design.

100x100mm size P type with F.P.S Bricks class designation 75

(DSR 19.4.1.1)

Each 2

64) Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse

sand) R.C.C top slab with 1:2:4 mox (1 cement:2 coarse sand :4 graded stone

aggregate 20mm nominal size),foundation concrete 1:4:8 mix (1 cement :4 coarse and

:8 graded stone aggregate 40mm nominal

size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with floating coat of neat cement and making channels in cement

concrete 1:2:4 (1 cement : 2 coarse sand :4

graded stone aggregate 20mm nominal size) finished with a floating coat of neat

cement complete as per standard design.

(a) Inside size 90x80cm and 45cm deep

including C.I cover with frame (light duty)

455x610mm internal dimensions total weight of cover and frame to be not less

than 38 kg (weight of cover 23kg and weight of frame 15kg) with F.P.S Bricks

with class designation 75 (DSR 19.7.1.1)

Each 2




& in words

(Rs.)

Amount (Rs.)

65) Extra for depth for manholes with F.P.S

bricks class designation 75 (DSR 19.8.1)

Metre 1

66) Boring, providing and installing cast in situ

single under reamed piles of specified

diameter and length below pile cap in M-35 cement concrete, to carry a safe working

load not less than specified, excluding the cost of steel reinforcement but including the

cost of boring with bentonite solution and

the length of the pile to be embeded in pile cap. (Length of pile for payment shall be

measured up to the bottom of pile cap). (DSR 20.3.1)

(a) 300mm dia piles

Metre 150

67) Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation

of loading platform and preparation of pile head or construction of test cap and

dismantling of test cap after test etc.

complete as per specification & the direction of Engineer-In-charge. Single pile

upto 50 tonne capacity.

(a) Initial test. (DSR: 20.6.1.1)

Per test

1

(b) Routine test.(DSR: 20.6.1.2)

Per test

1




quoted in figure

& in words

(Rs.)

Amount (Rs.)

68) Supplying and fixing rolling shutters of approved make, made of required size M.S

laths interlocked together through their

entire length and jointed together at the end by end locks mounted on specially

designed pipe shaft with brackets, side guides and arrangements for inside and

outside locking with push and pull operation

complete including the cost of providing and fixing necessary 27.5cm long wire

springs grade no. 2 and M.S top cover of required thickness for rolling shutters.

80x1.20mm M.S laths with 1.20mm thick top cover. (DSR: 10.6.2)

Sqm 8

69) providing and fixing ball bearing for rolling

shutters.(DSR: 10.7)

Each 6

Total of Schedule – D (A)

Schedule – D (B)

1) ANY OTHER ITEM WHICH HAS NOT BEEN

COVERED IN ABOVE SCHEDULE

% above/ below/at par, DSR 2012 . Basic cost of Rs 50000

L.S L.S

%age above/below/At

per ****

Total of Schedule – D (B)

Total of Schedule – D (A+B)

**** Strike out which are not applicable

Total offered amount of Schedule – D Rs.


Net offered amount of Schedule – D Rs.



SCHEDULE - E, (FOOT OVER BRIDGES)

Sl.No. Description Unit Quantity Rate to be quoted in

figure & in words (Rs.)

Amount (Rs.)

1) Earth work in excavation in foundation

trenches including dressing of sides and ramming bottoms, including getting out the

excavated soil and disposal of surplus excavated soil as directed. All kinds of soil

and all lead, lift complete.

Cum 220

2) Filling available surplus excavated earth (excluding rock) in trenches plinth, sides of

foundation etc. in layer not exceeding 20cm in depth: consolidating each deposited layer

by ramming and watering, lead up to 50m

and lift upto 1.5m.

Cum 110

3) Providing and laying cement concrete in

columns, pillars, posts, including the cost of

centring, shuttering and finishing M-20 Mix design.

Cum 41

4) Reinforced cement concrete work in beams

Pile cap, suspended floors, deck slab, landings, staircases and steps including the

cost of centring, shuttering, finishing with M-20 Mix design.

Cum 186

5) Reinforcement for R.C.C work including straightening, cutting, bending, placing in

position and binding and including cost of

binding wire all complete.

Kg 29300

6) Structural steel work in single section in

anti slip nosing angles, welding of hold fast

of MS bars/flats at suitable spacing including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all complete.

Kg 3300



Sl.No. Description Unit Quantity Rate to be quoted in

figure & in

words (Rs.)

Amount (Rs.)

7) Fabrication of steel work welded in built up sections, trusses, columns, framed work by

using MS section as per drawing and applying a priming coat of approved steel primer all

complete job. NOTE: (i) The design of welding of joints of various members will be

designed by contractor and submit for

approval by the consultant. (ii) Steel to confirm to IS 2062-1922 Grade 'B' (iii)

Fabrication to confirm to IS 800-1984 (IV) All welds to confirm to IS 814 to 817 and 823

(latest)

Tonnes 88.5

8) Erection of fabricated spans and columns at all height including painting of 3 coats of

approved make and shade, and including

fixing and cement grouting of holding down bolts as a complete job. NOTE: Fabrication of

holding down bolts will be paid under item 7 of fabrication of steel.

Tonnes 88.5

9) Boring, providing and installing cast in situ

single under reamed piles of specified diametre and length below pile cap in M-35

cement concrete, to carry a safe working load not less than specified, excluding the cost of

steel reinforcement but including the cost of

boring with bentonite solution and the length of the pile to be embeded in pile cap. (Length

of pile for payment shall be measured up to the bottom of pile cap). (DSR 20.3.1)

(a)300 mm dia piles

M 1080

10) Vertical load testing of piles in accordance with IS 2911 (Part-IV) including installation of

loading platform and preparation of pile head or construction of test cap and dismantling of

test cap after test etc. complete as per single

upto 50 tonne capacity.

(a) Initial test. M 2

(b) Routine test. M 2

Total offered amount of Schedule – E Rs.


Net offered amount of Schedule – E Rs.



ABSTRACT OF SCHEDULE (BILL) OF QUANTITIES (ITEM RATE CONTRACT)

Name of work: P. Way works including supply of materials and Misc. Civil works in connection with

Project Management and construction of Railway Siding and S&T System Package for Barh – STPP,

Stage-II, (2x660 MW) at Barh, Dist. Patna, Bihar.

Tender No. 33/OT/NTPC-BARH/Civil & P.Way/Stage-II/PKG-II/2013 Dated 01.08.2013.

ABSTRACT OF COST AS QUOTED

SCHEDULE

No.

DESCRIPTION AMOUNT IN Rs.

A P. Way Works

B Supply of Sleepers

C Paving in Post Tippler Yard

D Provision of Electric Sub-station

Building

E Foot Over Bridges

Net offered amount of Schedule

- A to E (In figures)

Rs.

Net offered amount of Schedule

- A to E (In words)

Rupees

i) SIGNATURE OF AUTHORIZED SIGNATORY OF TENDERER:

ii) NAME OF SIGNATORY:

iii) NAME AND SEAL OF TENDERER:

iv) DATE:

v) PLACE:

Date post:	12-Mar-2018
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