preamble if any quantities which have been supplied by the...

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Technical Specification and BOQ

PREAMBLE

The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, General

Conditions, Particular Conditions of Contract, Works Requirement (Technical Specifications, and

Drawings).

The quantities given in the Bill of Quantities are estimated and provisional and are given to provide

a common basis for bidding. The basis of payment will be the actual quantities of work ordered and

carried out including spares to be handed over to Railway, as measured by the Contractor and

verified by the Engineer and valued at the rates and prices tendered in the priced Bill of Quantities,

where applicable, and otherwise at such rates and prices as the Engineer may fix within the terms of

the Contract. If any quantities which have been supplied by the contractor and paid by RVNL

are determined to be surplus by the Engineer (except those quantities which become

surplus due to change in planning/scheme by Railway/RVNL) during the progress of

the work or at the completion of the work, shall be taken back by the contractor, and the

payment made for such materials shall be recovered from the pending claims. The

materials which have become surplus due to change in planning/scheme by

Railways/RVNL and are still in usable condition shall be taken over by RVNL and any part

payment still to be made shall be released to the contractor.

In the Bill of Quantities, quantity and unit rates and thereby the amount against each item have been

indicated. From this, the estimated price of each bill has been worked out and indicated in the

summary sheet in BOQ. The Bidder shall quote rates as percentage above/below/at par for each

schedule in the summary sheet. If no percentage as above, below or at par is indicated for any

particular bill, the same will be considered as percentage at par.

The rates for each bill shall be written in indelible ink or type written in the summary sheet against

each bill, in both words and figures, while clearly indicating whether the percentage quoted is

above/below/at par over the estimated rate in the respective columns. The price for each bill shall

accordingly be calculated and written against each bill in both words and figures. The total price, as

the sum of prices of all bills shall be shown at the bottom of the summary sheet. The total price

shall also be written in both words and figures.

General directions and descriptions of work and materials are not necessarily repeated or

detailed in the Bill of Quantities. References to the relevant specifications and sections of the contract

documentation should be made before quoting rates in the Bill of Quantities.

The rates and prices Bid in the priced Bill of Quantities shall, except as otherwise provided under the

Contract, include all construction equipment, plant, labour, supervision, materials, erection,

maintenance, insurance, profit, royalty, octroi, taxes and duties, together with all general risks,

liabilities and obligations set out or implied in the Contract

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8

9

10

11

12

12.1

12.1.1

12.1.2

The rates are deemed to be inclusive of all lead (except as otherwise specifically provided in the

description of the particular item), lifts, ascend, descend, handling, rehandling crossing of

nallah/streams/tracks any other obstructions.

BILL NO.1 FOR EARTH WORK INFORMATION

The earth work in formation and blanketing has to be executed as per latest RDSO guidelines for

earthwork in railway projects with upto date correction slips. If naturally available material in the

project area is not suitable for using as blanketing material directly then the blanketing material

conforming to RDSO specification has to be produced by blending various naturally available materials

in required proportion in a pug mill.

Obtaining prior permission for felling of trees including payment of royalty and taxes etc shall be

contractor’s responsibility and deemed to be included in the rates.

All enabling works for executing the work e.g. approach road to site, launching arrangements,

procuring right of way, arrangement of water and electricity etc is to be arranged by the

contractor at his own cost and deemed to be included in the quoted rates.

Storage of Material: All the material at site will have to be properly stacked & stored so as to facilitate

inspection. The material should be properly protected from the detrimental effects of nature and fire,

theft etc. The contractor shall be responsible for watch & ward and any loss or deterioration on

account of above shall lead to rejection of material and contractor has to replace the same at his

own cost.

The method of measurement of completed work for payment shall be in accordance with provisions

in Works Requirements (Specifications) except as otherwise specifically provided in the

description of item or particular bill of quantities or explanatory notes to the particular bill of

quantities.

(a) In items of Bill No. 6: (Building and related items) and Bill No.9: (Site facilities), the rates are

inclusive of cost of all materials including cement, steel, etc. required to deliver the final product.

(b) In items of bill No.2: (Bridges), Bill No.5: (track linking), and Bill No.7: (Platforms, passenger

amenities and Misc works) where ever cement, reinforcement steel and HTS wire (strands) are

required to be consumed in the item, the rates are exclusive of cost of these materials and the same

shall be paid separately under relevant items for supply of these materials.

(c) In items of Bill No.4: (P.Way supply) the rates are inclusive of all materials including

cement, steel and HTS wire (strands). Rails required for manufacture of item under Bill No.4 shall

be issued free of cost by RVNL.

NOTES SPECIFIC TO EACH BILL OF QUANTITIES.

12.1.3

12.1.4

12.2

12.2.1

12.2.2

12.2.3

12.2.4

12.3

12.3.1

12.3.2

12.3.3

12.3.4

All material, equipment, labour, casting beds, stress frames, form work, staging, scaffolding, etc is to

be arranged by the contractor within the quoted rates.

1:4:8, 1:3:6 and 1:2:4 indicates concrete prepared using volumetric mix in proportion of cement:

coarse sand: stone aggregate of specified size, respectively.

All design mix concrete shall be machine batched with automatic weigh batcher, machine

mixed and machine vibrated or Ready Mix Concrete prepared in depot and transported by transit mixer

to the site of work.

Prior to demolishing of any structure measurements have to be taken, scheme of dismantling has to be

got approved from the Engineer.

Joining of new formation with existing embankment has to be done with benching of 30 cm (V), 60 cm

(H) in the existing bank slope. The rate of earthwork includes the cost of benching.

Locations where blasting is warranted, prior permission of the employer must be obtained to

ascertain whether blasting is permitted or prohibited. Rate of rock cutting includes the cost of all

precautionary measures necessary for safety during blasting of rock.

BILL NO.2: BRIDGES AND BILL NO.7: PLATFORM, PASSENGER AMENITIES AND

MISCELLANEOUS WORK FOR CC, RCC AND PSC ITEMS.

BILL NO.4: (PERMANENT WAY SUPPLY)

If the rails required for manufacture of the finished material are to be issued free of cost by the

Employer, as specified in the description of item, the employer shall issue such rails either in

project area or from Bhilai or from any place near to the manufacturer’s workshop depending upon

availability. The quoted rates include cost of handling and transportation of rails to the manufacturer’s

workshop and finished materials from the manufacturer’s workshop to the site of work

The price quoted also includes RITES/RDSO inspection and testing charges unless otherwise specified

in the bill of quantities or Technical Specification. In case of change of inspection from

RDSO/RITES to RVNL/Consignee, 1% of cost of material will be deducted by RVNL, as inspection

charges.

All P. Way materials shall be inspected by the inspecting authority as prevalent over zonal railway for

the particular material. However, employer reserves the right to nominate any authority or its own

representative to inspect the material.

All P. Way materials shall be procured only from suppliers included in part I list of RDSO approved

suppliers for the particular item. Where, such a list is not maintained by RDSO, prior approval of source

of supply shall be obtained from the employer.

12.3.5

12.4

12.4.1

12.4.2

12.4.3

12.4.4

BILL NO.5: (PERMANENT WAY LINKING)

All P. Way material shall be neatly stacked and stored in the project area and protected

against loss/ deterioration by proper watch and ward staff, insurance, etc, the cost of which is

deemed to be included in the rates.

Painting of rails shall be done before fixing in position and touching to be done after laying in position.

Rates include day as well as night working and lighting arrangement as per requirement and

to the satisfaction of the engineer.

The welds found defective in USFD, shall have to be replaced by the contractor at his own cost.

For Mechanized laying of track only service rails will be made available by RVNL. All other materials

such as wooden blocks, fish plates, rail screw etc will have to be arranged by contractor. The

rails will be provided at convenient location within the project jurisdiction. All leads, lifts &

transportation etc shall have to be done by contractor including depositing back after completion of

works at his own cost.

Note: Cement consumption for any item if not mentioned above is to be worked out as per CPWD

DSR 2012.

Annexure-I

1 GENERAL

2

2.1

2.1.1 Live load 0.75 kN/m2 as per IS 875-2-1987 Code of practice for design loads (other

than earthquake) for buildings and structures, Part 2: imposed loads

2.1.2 Wind load Basic wind speed as per IS 875-3-1987 Code of practice for design loads

(other than earthquake) for buildings and structures, Part 3: wind

loads

Probability factor k1 as per codal provision

Terrain, height & structure size factor k2 as per codal provision

Topography factor k3 as per codal provision

2.1.3 Seismic Zone As per IS 1893-2002 (or latest)

2.1.4 Crane load Capacity of crane mentioned in Bid Document. Effect of two cranes working

under full load in different combination, i.e., same, adjacent and different

bays should be considered for vertical loads, lateral surge, tractive effort etc.

2.1.5 Dead load All possible weight of building components, electrical cables, pneumatic

pipelines, gas pipelines, water pipelines, machinery, equipment, fittings etc

should be considered

2.1.6 Load combination All possible load combinations should be considered, i.e., dead load,

imposed load, wind load, seismic load, temperature load etc as per relevant

IS codes.

2.6 DEFLECTIONS

Main frame As per IS 800-2007 (or latest)

Vertical L/180 as per IS 800-2007 (or latest)

Lateral L/150 as per IS 800-2007 (or latest)

Purlins L/180 as per IS 800-2007 (or latest)

2.3 APPLICABLE CODES

a

b

DESIGN SPECIFICATIONS

DESIGN LOADS (LIVE/ WIND)

IS 875-1987 (or latest) Design loads (other than earthquake) for buildings and structures.

SPECIFICATION FOR PRE ENGINEERED BUILDING (PEB) SHED

Applicable for Bill #2B- Bill of Quantities for Civil Engineering Works

The scope covers proof checked design, fabrication, inspection, supply, erection and commissioning of

Building should be designed and analyzed for all possible combinations of live load, dead loads, gravity

loads, earthquake loads, crane loads if any, wind loads etc for mean probable life of structure for 50

years.

Relevant BIS Codes with latest revision should be used. Wherever other than BIS codes/ manuals are

mentioned equivalent BIS Codes may also be used.

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g

h

2.4 COLUMN DESIGN

3 SCOPE OF WORKS

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b

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e

f

g

h

3.2

3.3

IS 1893-2002 (or latest): Criteria for earthquake resistant design of structures c) IS 800-2007 (or

latest) General construction in steel

Anchor bolts and template

Crane girders/ beams, bracket, catwalk with hand rails at gantry level and staircase/ ladder to gantry

Framed opening, sliding doors, gravent, louver , turbo vent

Structural members with one coat of factory applied primer and paint, final painting

Manual of Steel Construction, 9th Edition, American Institute of Steel Construction (AISC)

IS 801-1975 (or latest) Cold formed light gauge steel structure members in general building

construction

IS 12843-1989 (or latest) Tolerances for erection of steel structures

Cold-formed Steel Design manual, 1996 Edition, American Iron and steel Institute (AISI)

Rigid frame structural for column, rafters with end plates, purlin, girt, bracing preferably piped bracing

Roof and wall cladding sheet, day light panel, flashing, trim, gutter, downspout

Structural hardware, sheeting fastener, end lap sealant

American Welding Society (AWS D 1.1.2008), Structural Welding Code– Steel

Column design should be such that crane gantry load is vertically transferred directly to ground. Design

of gantry girder on brackets fixed on column is not permitted for EOT crane capacity more than 5T.

Scope covers execution of complete PEB shed as per GAD of shed enclosed and specifications detailed

in Bid Document and comprising items mentioned hereunder. However, the list is not exhaustive and

may require some more items, which are not included in the list but are essentially required for

completion of the work

False ceiling panel, door, window, ventilator, rolling shutter, masonry brick wall, partition wall

etc

Scope covers submission of GAD of sheds including architectural drawings detailing plan, elevation and

sections of PEB shed and design basis report of shed as per specification detailed hereunder by bidder

for approval of the employer within key dates mentioned in Bid Document.

Scope covers submission of proof checked design and drawings of PEB shed including foundation

design and details by bidder to the employer for execution. Bidder should ensure that PEB shed

and foundation design and drawings are proof checked from reputed Government engineering college

within key dates mentioned in Bid Document.

3.4

3.5

3.6

3.7

4

4.1 STRUCTURAL

4.2 FASTENERS

4.3 PAINTING

Scope covers interior partition walls, electrical, plumbing, cooling, heating, foundation, masonry

walls, doors, windows, ventilators, concrete flooring, rolling shutters etc as per GAD of shed.

Rolling shutters should normally be motor operated with provision for manual operation. However, cost

of these items/ materials not specifically mentioned in this specification and executed by bidder will be

paid as per relevant items of BOQ in Bid Document.

Relevant BIS Codes latest revision should be used. Wherever other than BIS codes/ manuals are

mentioned equivalent BIS Codes may also be used.

Built-up sections should be fabricated from hot rolled plates conforming to ASTM A572 Gr50 (345MPa)/

Primary structural connections should be made with electro galvanized (silver) high strength

bolts Gr8.8 steel conforming to IS 3757. Purlins and girts should be connected to supporting

members by machine bolts Gr4.6 steel conforming to IS 1363 electro-galvanized (yellow). Anchor

bolts should be made from rods conforming to ASTM F1554 with a minimum yield strength of

250 MPa. Roof and wall panels should be fastened by No12 carbon steel self-drilling screws

hot-dip galvanized with polymer- coated finish with an integral washer head to which an EDPM

elastomer layer is bonded.

STANDARD MATERIAL SPECIFICATIONS

Scope covers design and execution of foundation and horizontal ties as per design loads of PEB shed.

Bidder should submit design duly proof checked by Government engineering college to the employer

before execution. Design should be prepared based upon site soil conditions. Anchor bolts should be

set strictly as per approved setting plan unless otherwise specified

Scope covers necessary tests conducted in-house and from approved recognized testing center

and submission of test certificates for chemical and mechanical properties as per approved quality

assurance plan for fabrication and erection.

Scope covers submission of quality assurance plan including source of materials for fabrication

and erection of PEB shed by bidder to the employer for fabrication and execution. Bidder should

ensure that standard code of practice and recommended installation methodology of erection of PEB

shed are adopted during erection at site. Bidder should ensure necessary tackles and tools like torque

wrench, power drill/ screw driver etc are used during erection. Bidder should ensure proper

scaffolding, man lift, road mobile crane etc are deployed and used at site during erection

4.4 SHEETING

4.5 DAY LIGHT PANEL

4.6 LOUVER

Scope covers painting of structural members. Primary steel should be shot blasted and cleaned

thoroughly before applying primer coat. One primer coat of red oxide zinc chromate as per IS 2074

should be applied in shop after fabrication with an average dry film thickness (DFT) of 35 microns.

Painting covers one shop primer coat and two coats of synthetic enamel paint (RAL 5010) of total DFT

thickness of 100 microns on all structural members.

Base metal should be high strength steel of 550 MPa yield strength with hot dip metallic coating of

aluminum zinc alloy (55% Al, 43.4% Zn & 1.6% Si) as per ASTM A792M/ AS1397 & AZ150 of 150

gm/m2 total on both sides with super durable polyester quality paint coat conforming to AS/ NZS 2728

Type-4. Painting should have total coating thickness of nominal 35 micron comprising nominal

primer coat of 5 micron on both surfaces, external coat of nominal 20 micron on top surface (RAL

5012) and reverse coat of nominal 5 micron on back surface (RAL 9002). Color shade for roof and wall

cladding sheets should be selected from standard color shade with approval of the employer. Paint for

exposed coat should be super durable polyester with inorganic pigment and free of lead. Conversion

coating should be applied on both surfaces of metallic coating before application of paint as per AS-

2728. Sheets should have marking details on backside of sheet at regular intervals indicating steel

manufacturers name and product details.

Sheeting should be fastened with nominal 40 micron zinc coated or nominal 25 micron zinc-tin alloy

coated Hex head self-drilling screw as per AS3566 2002 Class-3 fasteners of approved make with

EDPM washer as per requirement considering profile shape and design load. Fastener size should be

selected as per design/ manufacturers recommendations

Scope covers supply and fixing of louvers as per GAD of shed with fixed louver blades and border

flashings manufactured from same sheeting material with outer side (RAL 9002) and inner side (RAL

5012) as per color scheme approved by the employer.

Scope covers supply and erection of 0.60 mm thick zincalume/ galvalume steel trapezoidal sheeting

from reputed manufacturer with nominal 28 mm deep ribs. End ribs should be designed for anti-

capillary action to avoid seepage of water through lateral overlap. Feed material of profiled

sheet should be zincalume/ galvalume steel with base metal thickness (BMT) of 0.55 mm and total

coated thickness of 0.60 mm.

Scope covers supply and fixing of UV protected polycarbonate day light panel minimum 2 mm thick

conforming to classification 14443 PCISP LH49 2521 as per IS 14443 1997 with all flashings, trim

closures, caps etc from reputed manufacturer. Profile of day light panel should match roof and wall

sheeting panel. Closure strips should match sheeting profile.

4.7 TURBO VENT

4.8 ROOF EXTENSION

4.9 STRUCTURAL CANOPY

4.1

4.11

5 SOURCES

Scope covers supply and fixing of accessories like louver blades, flashings, gutters, down take pipes,

trims, ridges, capping, liner panels etc fabricated from same sheeting material used for roof and wall

cladding application. Accessories should be fixed properly with roof and wall sheeting to ensure

weather tight PEB shed. Down-take pipes/ downspout should be fabricated in square section

(equivalent to 6” diameter pipe) from same sheeting material. Gutter and down-take pipe system

should ensure no water accumulation and stagnation at gutter level. Color on outer side of accessories

should be RAL 9002

ACCESSORIES (TRIMS, FLASHINGS, GUTTER, DOWNSPOUTS, RIDGE, CAPPING AND LINER PANEL)

FASCIA AND PARAPET

Note: RVNL reserves the right to reject or alter any part of works executed by bidder, which in the judgement of

RVNL does not comply with requirements of above specifications. The decision of RVNL shall be final and

conclusive for all purposes and contractor shall have no claim on this account whatsoever.

Scope covers supply and fixing of gravity flow ridge type turbo roof vents with 600 mm throat and

manufactured from same sheeting material. Turbo vents should be lightweight wind driven turbine

based roof vents manufactured from light weight, rust resistant aluminum alloy suitable to wind speed

up to 200 km/hr. Light weight roof vent structure should also assist in producing a low starting torque

to initiate ventilation function. Double row ball bearings should be sealed and prepacked for

maintenance free operation. Throat diameter of ventilation should be 600 mm with base plate of

aluminum alloy. Color of turbo vents should match with color of roof sheeting (RAL 5012). Turbo roof

vent should cover warranty for a period of 10 years guarantying ventilator turbine to spin when

subjected to direct wind under normal conditions.

Sidewalk roof extension should be 900 mm cantilevered roof members located at eave and

sloped at same pitch as main structure roof slope. End wall r oof e xtension should be 900 mm

cantilevered C and Z sections which are continuous span extensions of main building end bay purlins

and eave struts. Roof extension structural members (except rafters) should be concealed

completely when soffit panel is specified.

Vertical and curve line fascia should be bracket mounted type. Vertical fascia should consist of hot

rolled I section or cold formed C section fascia post supported by hot rolled section bracket that is

cantilevered from rigid frames columns at side walls and from end well posts at end walls with cold

formed

Likely manufacturers and suppliers of PEB shed complete in all respect are M/s Kirby Building System,

M/s Pebs Pennar, M/s Tata Bluescope, M/s Zamil Steel Building and M/s Tiger Steel Engineering.

Sidewall canopy should be 1500-2000 mm cantilevered rafter attached at eave or any point below

eave supporting 200-250 mm deep Z purlins. Soffit panel should conceal canopy purlins leaving

rafters exposed unless otherwise specified.

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

1,001 Earthwork in filling in Embankment Fill and Prepared

Subgrade of formation including guide bunds, around buried

type abutments, bridge approaches, trolley refuges etc using

contractor's earth of approved quality as per RDSO

guidelines for design /Construction of formation on Indian

Railway track issued vide letter no. RS/G/108/Heavy Axle

Load dated 26.10.2016 (using A/B1/B2 group soil (with CBR

value of 5 or more generally but not less than 4 in isolated

cases) or C group soil (with CBR value of 3 or more generally

but not less than 2 in isolated cases) compacted at 97% of

MDD in Embankment Fill and using A/B1/B2 group soil with

CBR value of 7 or more generally but not less than 6 in

isolated cases compacted at 98% of MDD in prepared

subgrade), procured from outside railway land including site

clearances, setting out and demarcation, benching, initial

compaction of subsoil after levelling the surface after site

clearance, spreading loose earth in layers of maximum 30

cm thickness using grader up to extra width of 0.5 m beyond

designed profile, compaction using vibratory compactors, top

and side dressing and removal of extra earth from sides to

provide final formation as per designed profile as per RDSO

1001 (a) Embankment fill and prepared subgrade with Group A Soil 100.00 Cum 352.50 35,250.46

Note for Item 1001:

1. The group of soil to be used in embankment fill shall be

locally available soil in different stretches along the

alignment.

2. Please note that Shrinkage Allowance shall be deducted

as per provisions of para 7.1.1.5 of RVNL Standard

Specifications.

3. The Latest guidelines for Design / Construction of

formation on Indian Railway track, issued vide RDSO lr. No.

RS/G/108/Heavy axle load dated 26.10.2016 shall be

adopted for this item. The basic instructions (other than

those contained in the latest guidelines dated 26.10.2016)

detailed in GE: G-1 of 2003 and GE:0014 of 2009 shall

continue to apply.

4. In case embankment fill is made using A group soil,

prepared subgrade of 500 mm thick shall also be made with

A group soil and no blanket layer shall be provided.

5. In case embankment fill is made using B1 group soil, 350

mm thick prepared subgrade shall also be made with B1

group soil and 150 mm thick blanket shall be provided over

the prepared subgrade. Payment for blanket layer shall be

made under item No. 1005.

6. In case embankment fill is made using B2 group soil, 500

mm thick prepared subgrade shall be made with B2 group

soil and 250 mm thick blanket shall be provided. Payment

BILL No.1 : Earthwork in formation

10 of 38


1,002 Earthwork in excavation by mechanical means (Hydraulic

excavator) in cutting, in formation, trolley refuges, side

drains, yard drains, catch water drains, etc. including leading

usable cut spoils up to 200 M and making formation in filling

(as detailed in item no. 1001) using the cut spoils, site

clearances, setting out and demarcation, disposing off

surplus unusable cut spoils as per directions of the engineer,

and top and side dressing and compaction of cutting

formation to provide final formation as per designed profile.

The rate shall include compaction of cutting formation and

initial compaction of sub-soil where cut-spoils are used in

filling. The rate shall not include cutting of trees with girth

above 30 cm and compaction of cut spoils in filling, which

shall be paid separately.

Note-

(1) Rock spoils such as stones, boulders, pebbles, gravels etc

available from excavation, if are found suitable for use in

works as per required specifications even after modifications

etc., can be used free of cost but the legally payable royalty

and taxes are to be paid by the contractor to the concerned

authorities.

(2) Payment for earthwork in excavation for pucca drains

shall not be payable under this item and the same shall be

paid under item no. 7005.

1002 a Soil excluding rock. 10,000.00 Cum 189.04 18,90,415.52

1002 b Rock not requiring blasting. 13,000.00 Cum 301.35 39,17,518.21

1002 d Hard Rock requiring blasting, but blasting not permitted

hence to be excavated by chiselling.

32,000.00 Cum 628.27 2,01,04,756.03

1,003 Incremental rate for every Km or part thereof over item

1002 for leading cut spoils beyond 200 M for making

formation in filing.

40,000.00 Cum Km 4.45 1,78,011.21

1,004 Earthwork in excavation manually in formation, side drains

etc., in the alignment including leading usable cut spoils up

to 200M and making formation in filling using the cut spoils,

site clearances, setting out and demarcation, disposing off

surplus unusable cut spoils as per directions of the Engineer

and top and side dressing to provide final formation as per

designed profile. The rate shall not include cutting of trees

with girth above 30CM and compaction, which shall be paid

separately.

2,000.00 Cum 294.67 5,89,344.27

1,006 Mechanical Compaction of Earth and Blanket materials in

layers of about 30 CM (or more or less) in loose state using

vibratory compactor (of adequate capacity) so as to achieve

compaction as per RDSO Guidelines and Specification for

Design of Formation for Heavy Axle Load - Nov 2009.

Minimum EV2 Criteria as mentioned in the guidelines is not

applicable. Note: The payment for compaction shall be

based on the computed

quantityofearthwork/blanketworkfromthecrosssections.

Thepayment, however, will be restricted only to the

approved design profiles furnished by the Engineer; or the

actual quantity executed whichever is less.

100.00 Cum 17.79 1,779.05

1,007 Turfing / planting, including all lead and lift, and watering as

required until properly rooted, with. Note - Initially payment

of only 40% will be made. Balance 60% will be paid only

after 3 months of maintenance period if the turfing is

properly rooted.

a) Turfing with sods laid edge to edge as per specifications 100.00 Sqm 81.18 8,117.52

11 of 38


1,016 Providing barricading with the help of fencing along the

running track where the work is to be done in close vicinity

of the track. The fencing shall be minimum 1.5m high with

MS angle posts 1.8 m height of size 50 x 50 x 6mm provided

with hooks etc. placed every 2.0m apart, embedded in

cement concrete (1:2:4 ) blocks of size 0.23 x 0.23 x 0.23M

and every 15th post (or nearer, if there is abrupt change of

ground slope), last but one end post and corner post shall

be strutted on both sides and end post one side only and

struts embedded in cement concrete (1:2:4) block of size

0.23x0.23x0.23 M, provided with 5 horizontal lines and two

diagonals of G.I. barbed wire 9.38 kg/100m (min) between

the two posts fitted and fixed with G.I. staples driven into

the posts including 2 bands(red and white) 300 mm long

shall be painted with water bound paints on the ballies from

top and two bands (100 mm apart) of yellow illumimous tap

of width 50 mm shall be pasted on top white band. The rate

includes cost of all materials including cement. After

execution of all works requiring safety fencing in particular

stretch, the fencing shall be removed with the approval of

the Engineer-in-charge and formation shall be repaired to its

profile and

500.00 meter 567.11 2,83,557.03

Total for Bill No. 1 2,70,08,749.31

12 of 38


2,001 Earth work in excavation in foundation of bridges to desired

profile including backfilling, compaction of back fill, and

disposal of surplus earth as per directions of the Engineer.

2001 a Soil excluding rock. 750.00 Cum 268.47 2,01,351.34

2001 b Rock not requiring blasting. 100.00 Cum 284.27 28,426.70

2001 d Hard Rock requiring blasting, but blasting not permitted,

hence to be excavated by chiselling.

1,500.00 Cum 566.67 8,50,003.55

2,005 Providing and laying Design mix control concrete

M25/M30/M35/M40 in cast-in-situ RCC works of raft, pile

cap, pier, abutment, well steining, RCC well kerb, well cap,

pier cap, Jacketing, dirt wall, return wall, wing wall, fly wing

wall, retaining wall, approach slab, foot path slab, wearing

course, ballast retainers, RCC railing, inspection platform,

pedestal, boxes and other miscellaneous works using well

graded stone aggregate of 20 MM nominal size.

Note: Extra @ 32% of the rate for concreting done for the

jacketing work under this item shall be payable and shall

deem to include cost of surface preparation, drilling of holes,

insertion of dowel bars and grouting of holes etc. required

for the work but exclude cost of dowel bars which shall be

payable separately under relevant BOQ item.

4,800.00 Cum 6,427.51 3,08,52,038.96

2,042 Providing & laying non pressure NP-4 Class RCC pipe with

collars, jointing with 1:2 Cement and ordinary sand mortar

including testing of joints but excluding earth work with all

labour and material as a complete job. Cement for mortar

will be paid separately.

2042a 450mm dia 20.00 Meter 3,273.68 65,473.58

2042b 600mm dia 20.00 Meter 3,860.78 77,215.54

2042c 750mm dia 20.00 Meter 4,894.72 97,894.30

NS-1 Providing and laying 300mm dia NP4 class R.C.C. hume

pipes including collars, jointing with 1:2 Cement and

ordinary sand mortar including tesitng of joints but excluding

earth work with all labour and material as a omplete job.

The rate is including cost of Cement used for mortar.

60.00 RM 1,795.69 1,07,741.29

Total for Bill No 2A 3,22,80,145.27

Note:

Bill No. 2A: Bridge work (Other than Steel items)

1. Item no. 2005 is applicable for Building works also.

2. The above rates includes Structural design & drawing charges.

13 of 38


NS-1 Complete Pre-Engineered Building (PEB) Shed in all respect

as per relevant tender drawings and technical specification

as per Annexure-I, approved shop drawings and/ or

instructions. The contractor shall be responsible for design

and proof checking by recognised Govt. Engg College/

University approved by the Employer. The contractor shall

submit GADs, architectural drawings of sheds for approval of

the Employer as per key dates. After approval of GAD/

architectural drawings, the contractor shall submit design

basis report, structural designs and drawings including

foundation design based on soil investigation report of RVNL

for approval of the Employer as per key dates. Thereafter,

the contractor shall submit complete proof checked design

and drawings including foundation details from a recognised

Government Engineering College/ University (with prior

approval of the Employer) as per key dates. Rate is inclusive

of complete design, drawing and proof checking and no

separate payment will be made on this account. Rate is

inclusive of all materials including wastages, all

consumables, fasteners, both temporary and permanent

(a) Design, fabrication, supply, transportation, painting, erection

and commissioning of all structural steel works and items

required for completion PEB shed including purlins, rafters,

gantry, catwalk, stairs, frames, fasteners etc as per proof

checked design and drawings and as per specification at

Annexure-I. The rate shall include supply, fastening, cutting,

drilling, handling, riveting/ welding with supply of electrode,

rivet, bolt, nut, washer, supply of all labour, materials, tools

and plants, scaffolding, staging complete in all respect. For

assurance of quality of PEB structure most of the fabrication

should be done in contractor's workshop/ factory premises

located other than work site. Hence, part payment at various

stages is enumerated hereunder.

i) Procurement of materials (on receipt at fabrication

workshop of contractor, subject to maximum of quantities as

indicated in approved fabrication drawing) -30%

ii) On completion of fabrication members as per specification

and approved drawing, marking and its passing, application

of primer and certification by Engineer and final passing of

the fabrication components by RVNL- 20%

iii) On receipt of fabricated materials in good condition at

site and certification by the Engineer regarding receipt of

fabricated materials- 20%

iv) On erection and completion of riveting/ bolting/ welding

of members and on certification of proper line and level as

880.00 MT 91,848.20 8,08,26,418.04

Payment in stages as prescribed in Para (i) & (ii) shall be

released subject to submission of Bank Guarantee of

equivalent amount. Bank Guarantee bond should initially be

valid for minimum period of 12 months, which should

subsequently be extended from time to time depending up

on progress of work. Bank Guarantee bond given to cover

for payment for Para (i) and (ii) shall be released after

erection is completed. Complete responsibility of safe upkeep

and custody of materials at contractor's workshop, during

transit and on receipt at site shall be of contractor and the

Employer will not have any responsibility on this account for

loss or damage. Contractor shall make good any loss or

damage of materials at his own cost.

Bill No. 2B:Bridge Work (steel items involving fabrication and erection)

14 of 38


(b) Supply and fixing of galvalume/ zincalume sheeting including

fasteners as per approved proof checked design and drawing

and as per specification at Annexure-I. Rate shall include

supply, fastening, cutting, drilling, handling, riveting/

welding with supply of electrode, rivet, bolt, nut, washer,

supply of all labour, materials, tools and plants, scaffolding,

staging complete in all respect. Payment will be made on the

basis of net exposed area and no payment will be made for

overlaps.

i) Payment for roof sheeting will be made on the basis of

measurement of net exposed slant area

ii) Payment for wall sheeting will be made on the basis of

measurement of net exposed vertical area

iii) Payment for gutter will be made on basis of

measurement of plan area

iv) Payment for downspouts/ down take pipes will be made

on basis of measurement of net exposed circumferential

area

v) Payment for louvers will be made on the basis of

measurement of 1.25 times of plan area .

vi) Payment for sheeting used for flashing, trim, ridge,

capping, canopy etc will be made on the basis of

measurement of surface area.

Part payment at various stages is enumerated hereunder.

i) On receipt of sheeting material in good condition at site

8,100.00 sqm 668.38 54,13,870.94

(c.) Supply and fixing of polycarbonate sheeting including

fasteners as per approved proof checked design and drawing

and as per specification at Annexure-I. Rate shall include

supply, fastening, cutting, drilling, handling, riveting/

welding with supply of electrode, rivet, bolt, nut, washer,

supply of all labour, materials, tools and plants, scaffolding,

staging complete in all respect. Payment will be made on the

basis of net exposed area and no payment will be made for

overlaps.

810.00 sqm 2,422.56 19,62,276.10

Part payment at various stages is enumerated hereunder.

i) On receipt of sheeting materials in good condition at site

and certification by the Engineer regarding receipt of

sheeting material- 50%.

ii) On fixing and completion of sheeting work as per

approved drawing- 50%

(d) Supply and fixing of turbo vent including fasteners as per

specification at Annexure-I. Rate shall include supply,

fastening, cutting, drilling, handling, riveting/ welding with

supply of electrode, rivet, bolt, nut, washer, supply of all

labour, materials, tools and plants, scaffolding, staging

complete in all respect.

100.00 Each 8,350.40 8,35,040.01

Total for Bill No. 2B 8,90,37,605.09

15 of 38


2,076 Supplying TMT Fe-500/Fe-500D* reinforcement steel

conforming to IS:1786-1985 including decoiling,

straightening, cutting, bending, placing in position, binding

with 1MM dia GI binding wire.

720.00 MT 51,488.96 3,70,72,050.85

Note : 1. Reinforcement, shall be measured in length for

different diameters used in the works and then paid as per

standard weights as per IS 1732. Wastages, overlaps,

coupling, welded joints, space bars, chairs and binding wire

shall not be measured and cost of these items shall be

deemed to be included in the rates.

2. * For seismic zone III, IV &V, only TMT Fe-500D steel

shall be used.3. Payment will be made on completion of scope of the item

and the same is not linked to concreting.Total for Bill No.2C 3,70,72,050.85

Bill No. 2C: Supply of Steel

16 of 38


3,001 Supply of machine-crushed stone ballast on cess as per

RDSO specifications for track ballast: IRS-GE 1 of June, 2004

from outside railway limits stacked in specified quantities

alongside the proposed alignment on either side of track, in

yards and at locations as per site requirement as directed by

the Engineer.

Note 1: Payment will be made on actual stack measurement

for gross quantities without any deduction for voids in

following stages: (i) 95% on receipt at site, acceptance,

measurement, account, proper storage and protection

against loss, damage or deterioration; and (ii) balance 5%

after training out.

Note 2:

i) Wherever sufficient railway land is not available, contractor

will have to arrange land for supply and stacking of ballast at

his own cost for which extra payment as per item no. 3001a

will be admissible.

ii) The rate also includes levelling, dressing of ground for

stacking of ballast.

5,750.00 Cum 1,748.54 1,00,54,083.96

Total for Bill No 3 1,00,54,083.96

BILL No.3 : Ballast supply

17 of 38


4,001 Supply of P.Way Components

4001 a GFN Liners to RDSO Drg. No. T-3706. 1,600.00 Each 18.38 29,414.23

4001 c Composite Grooved Rubber Sole Plates (CGRSP) to RDSO

Drg. No. T-6618

9,340.00 Each 73.55 6,86,921.33

4,002 Supply of glued insulated rail joints G3 L 6.5 M long with 10

MM thick end post on PSC sleepers. Rails will be issued free

of cost by the Employer @ 6.5 M for each joint.

- -

4002 a 60 KG Kg rail section as per RDSO Drg No. RDSO/T-5843 10.00 Each 22,791.31 2,27,913.06

4,012 Supplying at site of work including leading, loading,

unloading and stacking PSC turnout sleepers and approach

sleepers for fanshaped layout of 60kg 1in 8.5 turnout for B.G

60 Kg. (UIC) rail/52 kg rails to RDSO Drg. No. T-4865 Alt-5

(for general layout) and drawings thereof with latest

alterations if any, complete set with contractor's labour,

materials, tools & Plant, equipment and machinery, transport

etc complete .

10.00 Set 5,01,029.32 50,10,293.24

4,017 Supply of Grooved Rubber Sole Plates for 1 in 8.5 turnouts

for layout Drg no. T-4865 with latest alterations if any,

complete set for the turnout as per IRS specification for

Grooved Rubber Sole Plate (6mm thick) for placing beneath

rails Sl. No. T-47-2006 with up to date corrigendum if any

10.00 Set 61,078.88 6,10,788.79

Total for Bill No. 4A 65,65,330.65

Bill No. 4 A: P.Way supply (other than steel items)

Payment Conditions for items of this Bill:

(1) 90% payment shall be made on receipt, acceptance, accountal and taking into custody of complete materials. The invoices shall be

accompanied by the following :

a) Supplier's challan and manufacturer's challan.

b) Inspection certificate issued by Employer's/Engineer's nominated inspecting agency.

c) Quality Assurance documents.

d) Indemnity bond for entire cost of material supply.

(2) The remaining 10 % payment shall be made after commissioning of the portion of the work or handing over of the material to the

employer's / Railway's Representative, required for maintenance purposes.

Note: The transportation charges from sleeper manufacturing plant to supply point in the project area as directed by Engineer are inclusive in

the rates of special sleepers. Item No. 5031 of Bill No. 5 is for the further movement of the sleeper in project area if required as per the site

conditions.

18 of 38


4,021 Supply of P.Way Components

4021 a ERC to RDSO Drg. No.T-3701 18,700.00 Each 101.17 18,91,873.51

4021 b ERC "J" to RDSO Drg. No.T-4158 360.00 Each 111.29 40,063.97

4021 c Metal Liners to RDSO Drg No. T-3740 9,350.00 Each 27.32 2,55,406.89

4021 d Supply of rail screws to RDSO Drg. No.T-1035/10675 720.00 Each 45.52 32,774.41

4,022 Supply of Fish plates

4022 a 60 KG as per Drawing No. T -1898 1,076.00 Each 1,910.06 20,55,224.91

4,024 Supply of fish bolts with nuts for 60 KG, 52 KG rails as per

RDSO Drawing No.T-1899, T-11501.

2,160.00 Each 89.03 1,92,297.89

4,025 Supply of joggled fish plates (2 No. per set) with 4 pair

clamps, 4 No. Bolts & Nuts and 8 No. special washers.4025 a For 60 KG as per RDSO Drawing No. T -4016/T-5849 54.00 Set 5,224.35 2,82,115.10

4,026 Supply of Fish plates one meter long as per standard

drawing of RDSO4026 a 60 KG rail (As per RDSO Drg.No.T-5916/T-5851 ) 170.00 Each 2,304.63 3,91,787.21

4026 c Supply of screw clamps for fish plates as per RDSO Drg No.

T-5856

170.00 Each 1,545.86 2,62,795.84

4029 a Supply of 60 kg 1 in 8.5, 6400mm Overriding Curved Switch

confirming to RDSO Drg. No. T-4966/T-5353 with latest

alteration, if any complete with all parts as listed in the

drawing with check rails (excluding fish plates, Fish bolts

&nuts, GRSPs, Liners and ERCs). Note: Rails will be issued

free of cost by the employer.

10.00 Set 1,23,978.38 12,39,783.79

4,034 Supply of 60 kg CMS Crossing for 1 in 8 ’/ PSC Layout

conforming to Drg No. T-4967 with latest alterations

complete with all parts as listed in the drawing (excluding

fish plates, fish bolts & nuts, GRSPs, Liners and ERCs).

10.00 Set 2,85,060.42 28,50,604.19

NS-1 Hand operated lever mechanism for operating points,

inclussive of all accessories, materials and Taxes complete.

10.00 Set 10,554.75 1,05,547.51

Total for Bill No. 4B 96,00,275.20

Bill No. 4 B: P.Way supply (Steel items)

c) Quality Assurance documents.

d) Indemnity bond for entire cost of material supply.

(2) The remaining 10 % payment shall be made after commissioning of the portion of the work or handing over of the material to the

employer's / Railway's Representative, required for maintenance purposes.

Payment Conditions for items of this Bill:

(1) 90% payment shall be made on receipt, acceptance, accountal and taking into custody of complete materials. The invoices shall be

accompanied by the following :

a) Supplier's challan and manufacturer's challan.

b) Inspection certificate issued by Employer's/Engineer's nominated inspecting agency.

19 of 38


5,001 Leading upto 100m lead and putting in track/formation of

ballast from measured stacks by contractor's own means and

putting the same into track uniformly to form profile as per

IRPWM in following phases: (i) Laying of first layer to form

level bed for sleepers with top surface dressed including

mechanical compaction; (ii) Filling ballast in cribs and

making up shoulders; and (iii) Recouping shortages after

each packing and finally making profile as per IRPWM.

5,750.00 Cum 128.04 7,36,235.31

5,003 Transporting of ballast from measured stacks by means of

contractor's own road lorry or rail wheel lorry that can run

on BG track including loading, leading and unloading either

by mechanical means or manually by contractor at required

site and putting the same into track/formation uniformly to

form profile as per IRPWM in following phases: (i) Laying of

first layer to form level bed for sleepers with top surface

dressed including mechanical compaction; (ii) Filling ballast

in cribs and making up shoulders; and (iii) Recouping

shortages after each packing and finally making profile as

per IRPWM (All labour, lorry, fuel, consumables etc. by

contractor) Note: 1. Payment by pre stack measurements.

(a) Lead beyond 100 m but up to 5km 500.00 Cum 251.29 1,25,646.25

5,004 Cutting of 60 KG, 52 KG, 90 R rails with contractor's Abrasive

Disc Cutter complete including men, material, fuel etc. true

to square.

120.00 Each 407.98 48,958.17

5,005 Drilling 26.5 MM, 32 MM diameter holes with Rail Drilling

Machine in web of 60 KG, 52 KG, 90 R rails in track or on

cess at correct locations including chamfering.

2,600.00 Each 98.41 2,55,878.40

5,006 Transportation of rails, switches, crossings, etc. (supplied by

RVNL) from point of issue to their final location of laying in

track5006 a Average lead, from the place of issue upto the middle point

of location of laying in each KM, upto 10 KM

350.00 MT 382.19 1,33,768.01

5006 b Incremental rate for lead beyond 10 KM under item 5006 (a)

above

1,000.00 MT KM 7.75 7,745.61

5,007 Installation of BG track as per methodology specified in para

4.0 of Section 5: Specifications in the Bidding Documents or

any other methodology approved by the Employer in all

locations e.g. straight, curves, bridges, level crossings, yards

etc including installation of SEJ and glued joints including

installation and dismantling of auxiliary track.

Note:

(i) 70% of the rate shall be paid after placement of the

sleepers, rails, fastening, initial squaring and correcting

sleepers spacing.

(ii) Next 25% of the rate shall be paid after manual packing

and bringing the track parameters within the prescribed

tolerance limits and is certified so by the Engineer.

(iii) Balance 5% of the rate shall be paid after getting CRS

sanction. (iv) For the measurement and payment purposes,

the length of track from central line of first special sleeper to

central line of last special sleeper shall be multiplied by 2 in

case of bridge and level crossing provided with guard/check

rails and to be multiplied by 3 in case of SEJ.

2,600.00 Track Meter 680.30 17,68,778.76

5,008 Installation of PSC fan shape turnouts, derailing switches 60

KG / 52 KG including lead rails as per RDSO layout drawings

including katcha packing with bars or off track tampers for

20 KMPH speed. Activities of rail cutting, drilling of holes,

welding of joints and transportation are not included in this

item and shall be paid separately under relevant items.

5008 b Turnouts 1 in 8-1/2 10.00 Each 59,459.43 5,94,594.33

Bill No. 5A : P.Way linking (installation work)

20 of 38


5,011 Slewing of B.G. track comprising 60 KG, 52 KG, 90 R rails on

all types of sleepers to any density under traffic block upto a

lateral slew of 150 MM or part thereof including removing

and relocating existing ballast, packing with bars or off track

tampers to achieve alignment, longitudinal levels and cross

levels for running trains at a minimum speed of 20 KMPH on

restoring traffic after the block and dressing up to correct

profile.

200.00 Track Meter 164.34 32,868.50

5011 a Incremental rate over item 5011 for slewing beyond 1st

stage of 150 MM for each 100 MM or part thereof if done in

the same traffic block

100.00 Track Meter 64.96 6,496.35

5,012 Pre-tamping and post tamping works, reconditioning of

tamping tools, and providing all consumables for first-round

of packing by railway's heavy on track tampers and dynamic

track stabiliser of straight/curved main line and loop line

track, sidings, derailing switches, and turnouts.

Note:

1. For the purpose of payment: a. Length of turnout

assembly, measured from stock rail joint to heel of crossing,

shall be multiplied by 1.5 for conversion to equivalent

ordinary track; and b. Derailing switches, bridges, level

crossings, curves, etc shall be considered as ordinary track.

2. Transfer of machines from the existing running lines to

the place of work and back to the running lines after the

work is over shall be done at contract's expenses without

payment of extra cost.

3. Railways heavy on track machines along with

crew/operator shall be made available without any hire

charges.

4. 80% payment will be made if Dynamic track stabiliser not

used.

2,600.00 Track Meter 32.68 84,962.21

5,013 Pre-tamping and post tamping works, reconditioning of

tamping tools, and providing all consumables for second-

round of packing by railway's heavy on track tampers and

dynamic track stabiliser of straight/curved main line and loop

line track, derailing switches, and turnouts for raising speed

to sectional speed.

Note:

1. For the purpose of payment: a. Length of turnout

assembly, measured from stock rail joint to heel of crossing,

shall be multiplied by 1.5 for conversion to equivalent

ordinary track; and b. Derailing switches, bridges, level

crossings, curves, etc shall be considered as ordinary track.

2. Transfer of machines from the existing running lines to

the place of work and back to the running lines after the

work is over shall be done at contract's expenses without

payment of extra cost.

3. Railways heavy on track machines along with

crew/operator shall be made available without any hire

charges.

4. 80% payment will be made if Dynamic track stabiliser not

used.

2,600.00 Track Meter 21.79 56,641.47

5,014 Anticorrosive painting of 60 KG, 52 KG rails. Painting to be

done prior to installation on sleepers including touching of

paints in areas damaged during fixing.

3,500.00 Track Meter 64.96 2,27,372.24

5,016 Provision of Buffer stop of 60 KG, 52 KG, 90 R rail section as

per plan including painting with luminous paint etc. as

directed by the engineer. Note: Rail required for this item

will be issued free of cost by the Employer.

2.00 Each 44,360.97 88,721.93

21 of 38


5,019 Lifting of track in stages of maximum 75 MM at a time under

traffic block including making up formation and one round of

katcha packing for getting required longitudinal and cross

levels to make the track fit for 20 KMPH as per provisions in

IRPWM Para 233 and as directed by the Engineer. (Rate will

be for each stage lifting by 75 MM) .

200.00 Track Meter 32.68 6,535.55

5,020 Lowering of track in stages of maximum 75 MM at a time

under traffic block including removing ballast, cutting of

formation and disposing of surplus cut spoils as directed by

the engineer and one round of katcha packing for getting

required longitudinal and cross levels to make the track fit

for 20 KMPH speed as per provisions in IRPWM Para 234 and

as directed by the Engineer. Existing ballast shall be put

back into the track after screening without any extra

payment and shortage of ballast will be recouped and paid

for under the relevant item. (Rate will be for each stage of

lowering by 75 MM).

300.00 Track Meter 263.71 79,113.27

5,021 Painting of station number, super elevation and versine at

each station of curve on the inside web of outer rail with

stencils of specified height in black enamel paint on surface

of specified length painted with two coats of yellow enamel

paint over a primer coat painted after cleaning the surface

free from dust and dirt.

100.00 Station 77.39 7,739.25

5,026 Dismantling of existing BG track, turnouts, derailing

switches, dead ends, sand humps, etc. of any rail section

and any type of sleepers of any density and transporting all

released material including sleepers, rails, switches,

crossings and fittings & fastenings to the nearest station or

manned level crossing or road loading point as directed by

the Engineer.5026 a Plain track including SEJ and Glued Joints and track at level

crossing, bridge & bridge approaches and sharp curves with

check rails

450.00 Track Meter 147.15 66,215.40

5,030 USFD testing of 60 KG, 52 KG rail welds (Flash Butt/ SKV) as

per RDSO Manuals and submitting reports on proforma as

directed by the Engineer.

120.00 Each 170.07 20,408.99

22 of 38


5,031 Transportation of PSC sleepers including special sleepers for

SEJs, check rails, guard rails and turn out sleepers from the

place of issue (in case of sleepers issued free of cost by

RVNL)and from stacking place acceptable to Engineer at

work site (in case of supplied by the contractor) to their final

location of laying.

Note:

(1) For the purpose of payment each turnout sleeper will be

considered as 1.5 No. of ordinary line sleeper. All other

special sleepers shall be considered on par with ordinary line

sleeper.

(2) 100% payment shall be made on transportation to

designated site as directed by employer/engineer.

(3) The item is intended for transportation of sleepers issued

free of cost by the employer or supplied by the contractor in

P.Way supply schedule in the project area. However, if the

sleepers to be issued free of cost by the employer are made

available at the sleeper plant and loading of sleepers is done

by concrete sleeper plant even then the rate quoted in the

item shall be applicable subject to recovery @ Rs.10/- per

track sleeper.

(4) Rate includes multiple handlings except as indicated in

note (5).

(5) In case of sleepers issued free of cost by RVNL, the

transportation shall be paid twice i.e. (i) from place of issue

to stacking place at work siteacceptable to the Engineer (ii)

from stacking place at work site to their final location of

laying.

(6) Lead from stacking place at work site to final location of

laying shall be measured from place of stacking to middle

point of kilometer of laying in track.

5031 a Lead upto 2 KM 940.00 Sleeper 69.75 65,567.68

5031 b Incremental rate for lead beyond 2 KM for every km

additional lead upto 20 kms over item (a) above

26,320.00 Sleeper KM 2.38 62,748.95

5031 c Incremental rate for lead beyond 20 KM for every KM

additional lead over item (a) & (b) above

1,22,200.00 Sleeper KM 1.75 2,13,645.24

5,033 Painting of particulars of 1 in 16, 1 in 12 and 1 in 8 %

turnouts and derailing switches including turn in curves on

the inside web of outer rail with stencils of specified height

in black enamel paint on surface of specified length painted

with two coats of yellow enamel paint over a primer coat

painted after cleaning the surface free from dust and dirt.

10.00 Turn Out 1,089.24 10,892.38

5,034 Fouling marks of size 1500x250x225 MM in M20 grade

cement concrete including engraving the letters “FM”, white

washing with two coats and painting the letters in black

enamel paint indicating the numbers of vehicles duly fixed at

site.

10.00 Each 669.79 6,697.88

5,039 Collection and removal of P. Way materials viz. PSC sleeper,

rails, etc. from the proposed alignment, loading, into

Contractor's vehicles, leading to the nearest crossing station

as directed, unloading and stacking in a neat and countable

manner as directed by Engineer-in-Charge. Note: Weight of

PSC sleepers will be taken as 275 Kg & rails, P way fittings

etc., as 95% of standard weight

95.00 MT 370.73 35,219.31

5,045 Shifting of P. Way materials such as rails, sleepers, points

and crossings, fastenings etc. and stacking at the nominated

place upto 250 m lead as directed by Engineerin-Charge

including all lift, labour, tools and machinery etc. complete

a) For lead upto 50 m 60.00 MT 135.68 8,140.83

b) Extra for lead for every 50 m or part thereof beyond initial

50 m lead

60.00 MT 19.96 1,197.76

23 of 38


NS-1 Linking of BG track within shop premises and on washing

pits with single rail/three rail welded with 52Kg rails on MS

bearing plates/ACBP to be fixed on top of floor beam/pit

with (M+7) density and /60Kg rail complete with all fittings,

fishplates, fish bolts, and nuts as and where required as per

standard drawing. Rate includes drilling of holes in rails to fix

distance blocks and running tie bar as well as in fish plates,

removal of kinks in rails, maintaining proper gauge, aligning

and carrying the materials from godown by employing

contractor's own plants, labours & equipment all complete.

1,350.00 Trackmeter 166.25 2,24,437.17

NS-2 Supplying and Grouting SGCI inserts by epoxy resin mortar

(1:2:7) hardener HY-840 Araldite GY-257 and quartz sand

(all to be mixed by weight) including making holes of 65 mm

dia and 110 mm deep on concrete bed block with all labours,

materials, tools and plants, blow lamp for drying holes,

making proper line and level as per direction Employer.

7,150.00 Each 218.81 15,64,458.97

NS-3 Making levelling coarse average 10 mm thick with epoxy

resin mortar (1:2:10) Hardener HY-840, Araldite GY-257 and

quartz sand (all to be mixed by weight) on concrete bed

block with all labours, materials, tools and plants, blow lamp

, making proper line and level as per direction of Employer.

78.00 sqm 1,555.52 1,21,330.66

Total for Bill No 5A 66,63,016.85

NOTE:

1) In case of work being executed under traffic block, extra payment will be made for the item of work over and above the accepted rate of

the item @ 50% of the accepted rate of the item for day time working under traffic block and @ 100% of the accepted rate of the item for

night time working under traffic block for BOQ item no. 5007, 5008, 5010 & 5026. Rates include lighting arrangement as per requirement and to

the satisfaction of the Engineer

2) Rates for all the items of this bill except those mentioned in note 1) above include day as well as night working and lighting arrangement as

per requirement and to the satisfaction of the Engineer.

3) The welds found defective in USFD, shall have to be replaced by the contractor at his own cost.

4) Track laying -

a) For mechanized laying of track only service rails will be made available by RVNL. All other materials such as wooden blocks, fish plates, rail

screw etc. will have to be arranged by contractor. The rails will be provided at convenient location within the project jurisdiction. All leads, lifts

and transportation, etc. shall have to be done by contractor including depositing back after completion of works at his own cost.

b) Manual linking of track may be permitted by the Engineer where mechanical linking is not feasible due to constraints in working. Only 90%

of the accepted rates shall be payable in case of Manual linking.

5) During the maintenance of track after commissioning, all arrangement for transportation of labour, T&P etc will have to be done by

contractor at his own cost. Necessary T&P for track maintenance will be produced by the contractor including consumables. The rate includes all

such requirements.

6) The payment of rail cuts and drilling holes will be done as per final layout of mainline/loop line /sidings and turnouts etc. Rail cuts/ hole

drilling required for temporary working will not be paid.

24 of 38


5,053 Alumino thermit welding of 60kg/52 kg rail joints or

combination joints of 60kg/52kg rail by pre-heat (SKV)

welding technique using compressed air petrol/LPG for

preheating, three piece pre-fabricated moulds (Zircon

washed) single shot crucible fitted with automatic tapping

thimbles with all labour, materials including supply of

portion, tools and plants, aligning of rails, placing & fixing of

mould, preheating, welding, mechanised trimming, grinding

with profile grinder (including riser), testing, marking,

painting with one coat of high build epoxy paint (two pack

conforming to RDSO specification no. M&C/PCN-111/88) on

the welded area up to 10 cm on either side. The work is to

be completed in all respects as per IRS: T-19-2012 with

latest updates and in accordance with “RDSO Manual for

Fusion Welding of Rails by Alumino Thermic Process with up

to date correction Slips in free rails or 3/10/20 rail panels.

The work to be done under supervision of trained welding

supervisor and carried out by trained welder having valid

competency certificate from RDSO/TPP, Lucknow. Ultrasonic

testing of welded joints shall be paid separately under

a) for 52kg, 72/90 UTS rails 20.00 Each 8,492.30 1,69,846.01

b) for 60kg, 72/90 UTS rails 94.00 Each 9,018.76 8,47,763.25

5,054 Supplying and fixing Boards for LWR and curves, made of 16

gauge M.S. Sheet with ISA 40x40x5 MM frame and ISA

75x75x6 MM posts as per drawings duly painted and lettered

with luminous paint.

4.00 Each 2,743.18 10,972.74

5,055 Manufacturing supplying and fixing retro reflective sign

boards made up of 2mm thick aluminium sheet, face to be

fully covered with high intensity encapsulated type heat

activated retro reflective sheeting conforming to type-IV of

ASTM-D 4956-01 in blue and silver white or other colour

combination including subject matter, message (bilingual),

symbols and borders etc. as per IRC ; 67:2001, 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 25mmx25mmx3mm along with theft resistant

measures, mounted and fixed with 2 nos. M.S. angles of size

35mmx35mmx5mm to a vertical post made up of ISMC

100x50 @9.56kg/m welded with base plate of size

100mmx100mmx5mm at the bottom end and including

making holes in pipes, angles flats, providing & fixing M.S.

message plate of required size steel work to be painted with

two or more coats of synthetic enamel paint of required

shade and of approved brand & manufacture over priming

coat of zinc chromate yellow primer (vertical ISMC support

5055 d Caution Indicator board of fish tail type as per Annexure 8/4

para 807 and 808 of IRPWM of size 400x1400 mm with

support length of 3650mm

1.00 Each 9,094.24 9,094.24

5055 e Termination Indicator boards as per Annexure 8/4 para 807

and 808 of IRPWM of size 1.0m dia with support length of

3850mm

1.00 Each 10,709.96 10,709.96

5055 f Speed Indicator board as per Annexure 8/4 para 807 and

808 of IRPWM of size 1.0m side triangle for various speeds

of 10, 20, 30, 45, 60, 75, 80, 90 kmph with support length of

3600 mm

1.00 Each 8,449.30 8,449.30

Total for Bill No 5B 10,56,835.51

Bill No. 5B : P.Way linking (supply and installation works)

25 of 38


7,003 Cement Concrete 1:2:4 (cast in-situ/precast ) for Rail level

platform wall, coping of platforms, drains and in other

miscellaneous works.

400.00 Cum 3,261.28 13,04,512.80

7,005 Earth work in cutting in foundation, trenches, pucca drains in

station area/block section etc in all kinds of soil including

dressing of sides, ramming of bottoms, back filling of

trenches, getting out the excavated soil and disposal of

surplus excavated soil with all lead and lift as directed by the

Engineer.7005 a In all kinds of soil 3,000.00 Cum 151.71 4,55,136.53

7007 c Vacuum dewatered cement concrete 100 MM thick of M25

finished with screed board vibrator, vacuum dewatering

process and finally finished by floating, brooming with wire

brush etc complete.

820.00 Cum 6,073.95 49,80,642.72

7,017 Providing GI pipes including laying & jointing with all fittings

making connections to water hydrants including connection

to source along with excavation & refilling etc. complete.

(External Water supply only)7017 a 15 MM Dia 60.00 Meter 144.26 8,655.80

7017 b 20 MM Dia 60.00 Meter 178.70 10,722.00

7017c 25 MM Dia 60.00 Meter 241.99 14,519.36

7017d 40 MM Dia 60.00 Meter 339.72 20,382.92

7017 e 50 MM Dia 60.00 Meter 430.94 25,856.13

7017 f 80 MM Dia 60.00 Meter 705.50 42,329.80

7,021 Brick work with bricks of class designation 75 for

miscellaneous works in:7021 b Cement motor 1 : 4 (1 cement : 4 coarse sand) 2,200.00 Cum 2,722.40 59,89,269.94

7,022 Dismantling work including removal and disposal of

dismantled material outside railway boundary as directed by

the Engineer. Dismantled material will be removed by the

contractor at his own cost and the same will become the

property of the contractor. Note: Measurement will be done

before dismantling the structure.

7022 b Cement concrete 50.00 Cum 564.95 28,247.62

7022 c R.C.C. work 50.00 Cum 827.42 41,371.18

7022 d Brick work/stone work 100.00 Cum 524.01 52,400.99

7,023 Dismantling steel structures and taking away dismantled

materials as property of the contractor.

10.00 MT (21,179.33) (2,11,793.29)

7,024 Dismantling AC sheet roofing and taking away dismantled

materials as property of the contractor.

10.00 Sqm (7.07) (70.67)

NS-1 Supply, errection & commissioning of Zincalume steel Water

tanks designed to withstand 20m water head pressure

inclussive of providing Zincalume steel wall sheeting, "W"

stiffeners, non-silicate high grade inside reinforced liner,

provision of holes for pipe line fixing etc. complete. The rates

include all labour, materials, taxes etc as applicable.

1,50,000.00 liter 11.03 16,54,550.66

NS-2 Manufacturing ,supplying, fitting ,fixing in position Venetian

Blind in windows and any other location in approved design

and shade as per instruction of Engineer at Site. The rate

includes supplying and fixing the same in position with all

necessary fittings, labor,materials all complete.

100.00 Sqm 1,165.84 1,16,583.57

NS-3 For Concrete Road Work Items only

(a) Cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded

stone aggregate 40mm nominal size) in pavements, lad to

required slope, and camber in panels as required including

consolidation finishing and tamping complete. (DLC for

concrete road) Cement will be paid seperately under

schedule 8001. The payment of dowel bars as per

specification will be made separately under schedule 2C Item

No. 2076.

360.00 Cum 3,261.28 11,74,061.52

Bill No. 7A: Miscellaneous items (Other than steel items)

26 of 38


(b) Providing and laying design mix cement concrete of M-30

grade, in roads/taxi tracks/runways, using cement content as

per design mix, using coarse sand and graded stone

aggregate of 40 mm nominal size in appropriate proportion

as per approved & specified design criteria, providing dowel

bars with sleeve/tie bars wherever required, laying at site,

spreading and compacting mechanically by using finishing

with required texture, including steel form work with sturdy.

(PQC for concrete road) Cement will be paid seperately

under schedule 8001. The payment of dowel bars as per

specification will be made separately under schedule 2C Item

No. 2076.

550.00 Cum 6,662.19 36,64,202.43

(c) Providing, laying, spreading and compacting upto end in sub

base course in uniform layer on a prepared base with motor

grader and compactin with power roller complete as per

section 401 of Ministry of shiping, Roads, transport &

Highways(MSRT&H's) specification for road & Bridge works

(4th revision -2001)

(i) GRADE-1 GSB 300.00 Cum 1,970.36 5,91,108.49

(ii) GRADE-2 GSB 300.00 Cum 1,773.04 5,31,913.40

(d) Supplying Transpoting and laying in position separation

membren of 125 mm micro thickness between DLC and PQC

for concrete read as per MORTH Specification.

6,000.00 Sqm 17.68 1,06,107.40

NS-4 Providing and placing in position 25mm thick synthetic

Expansion Joint filler board (Dura Board HD 100 or

equivalent) for construction/expansion joint of RCC floor and

other structure.

200.00 sqm 1,121.53 2,24,306.84

NS-5 Making groove 5mm - 6mm wide x 20mm - 25mm depth in

concrete heavy duty flooring by mechanical diamond cutter

true to the line for expansion of floor, filling the groove with

the paste of polysulphide based sealant up to depth of

15mm from top level.

1,000.00 m 427.21 4,27,205.72

NS-6 Mixing and pouring of non-shrink grouting GP-2 including

shuttering etc.The rate includes the cost of all materials ,

labourcost , all taxes and all other incidental charges to

complete the work in all respect.

2,000.00 kg 29.79 59,570.18

NS-7 Providing & Fixing of Stainless Steel lettering of size 200 mm

to 300 mm with necessary screw, nuts, to be fixed on ACP

Panels with all transportation, lead, lift complete. Thickness

of steel letter will be 22 SWG and height will be 15 mm

above the back surface.

100.00 each 507.25 50,724.72

NS-8 Providing and applying Nitoflor Sl 2000 or similar flow

applied 2mm thick epoxy resin based floor topping high

strength self smooth underlay conforming to BS 6319 for a

compressive strength not less than 40N/mm2, flexural

strength 25N/mm2 and tensile strength 12N/mm2 in 7 days.

The scope of the work includes:-

2,300.00 Sqm 1,088.02 25,02,444.56

(a) Surface preparation : surface shall be prepared by mile

scarification to get mechanical key effect to the primer and

the concrete surface for ensuring maximim bonding strong

degrease shall be used to remove the oil depost on the

concerete. Dust and loose particles shall be cleaned using

vacuum cleaners. (b) Application of primer : -Supply and

aplicaion of primer NITOPRIME 25 M after mixing the base

and hardener mechaniclly using a slow speed heavy duty

drilling machine (400 to 500 rpm) fitted with a suitable

paddle to achieve homogeneous mix and applied on the

prepared surface. Application of NITOFLOR SL 2000 or

similar : Supply and application of Nitoflor SL 2000, over the

prepared surface after mixing mechanically the two

components using heavy duty drilling machine until

achieving a homogeneous mix and spread on the prepared

area using serrated trowel for a thickness of 2mm spike

roller shall be rolled over to remove the entrapped air.

27 of 38


NS-9 Supplying and installing and commissioning one number

"SEACLOR MAC" electro chlorinator model " SEACLOR MAC

100" or similar product along with dozing pump and sodium

hypochlorite storage tank at Railway filtration plant with

contractors labour, materials, lead, lift descent etc complete.

The rate includes insurance/freight pacing and forwarding

other Govt. excise charges, training of Railway's personnel

etc. complete.

a. Chlorinator SEACLOR MAC ® 100 or equivalent product. 1.00 Each 2,24,210.59 2,24,210.59

b. Sodium hypo chlorite storage tank. 1.00 Each 2,360.33 2,360.33

c. Dozing pump equivalent for matching to SEACLOR MAC 100

electro chlorinator.

1.00 Each 23,601.51 23,601.51

NS-10 Plastering

a) 20 mm thick plastering with 1 : 6 cement morter with all

materials & labour.

4,500.00 sqm 196.38 8,83,730.31

b) 15 mm thick plastering with 1 : 6 cement morter with all

materials & labour.

4,500.00 sqm 172.18 7,74,825.60

c) 10 mm thick plastering with 1 : 4 cement morter with all

materials & labour.

4,500.00 sqm 154.50 6,95,245.05

d) Net cement finish 1,500.00 sqm 41.89 62,828.42

NS-11 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 37mm, at 1200 mm centre

to centre, one flange fixed to the ceiling with dash fastener

12.5 mm dia x 50mm long with 6mm 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 rate 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 perpendicular to G.I. intermediate channel with

connecting clips made out of 2.64 mm dia x 230 mm long

G.I. wire at every nction, 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

(i) 12.5 mm thick tapered edge gypsum plain board conforming

to IS: 2095- Part I

800.00 Sqm 936.32 7,49,054.23

NS-12 Providing "Spartek/Naveen/Regency" or equivalent brand

ceramic tiles 6 to 8mm thick, 300mmx300mm and above in

size of approved colour, design, pattern and size over the

existing floor laid over a bed of cement mortar 1:6, 20mm

average thick and jointing with neat cement slurry at 4.40

Kgs. cement per Sqm mixed with pigment to match the

shade of the tiles including making the surface even to lay

the Spartek tiles etc., complete with all contractor's aterials,

OP cement, labour, tools, plant with all lead and lifts as per

specifications and as directed by the Engineer.

600.00 Sqm 1,316.05 7,89,632.31

NS-13 Providing and fixing concertina coil fencing with required dia

600mm having 50 nos. round per 6m length upto 3m height

of wall with existing angle iron ‘Y' shaped placed 2.4m or 3m

apart and with 9 horizontal R.B.T. stud tied with G.I. staples

and G.I. clips to retain horizontal including necessary bolts or

G.I. barbed wire tied to angle iron all complete as per

direction of Engineer-in charge with reinforced barbed tape

(R.B.T.)/Spring core (2.5mm thick) wire of high tensile

strength of 165 kg/sq.mm. with tape (0.52mm thick) and

eight 43.478 gm/m (cost of M.S. angle, C.C. blocks shall be

paid separately)

100.00 Metre 301.55 30,154.89

28 of 38


NS-14 Supplying , fitting , fixing Expansion Joint Treatment Work

.The rate includes supplying of all items, all labour cost, all

taxes, all transportation cost, all T &P and other ancillary

work to complete the work in in all respect .

i Up to 60 mm Gap 350.00 m 2,958.79 10,35,576.53

ii Covering Joint using Aluminium Plate for Protection/Aesthetic 350.00 m 1,111.29 3,88,950.79

iii Providing and filling Nitocote to treat controlling joint on the

floor.As per FOSROC specification

350.00 m 195.45 68,408.23

NS -15 Colour washing exterior for all heights of building/structure

of approved colour & shed as per colour scheme with 100%

acrylic water base emulsion paint of ICI's Dulux Weather

shield or equivalent, two or more coats to be applied, with

one base coat of white colour water proofing cement paints

over newly platered wall and one coat of cement primer over

water proofing cement paint (special primer for Weathers

shield or imilar paint) including preparation of surface and

painting as per direcetion or painting expert of concern paint

anufacturer and engineer's instruction.

8,000.00 m2 120.06 9,60,497.65

NS-16 uPVC Doors and Windows

a. Supplying, providing and fixing white colour uPVC Door

single Shutters complete, consisting of uPVC frame of size

60mmx60mm and uPVC shutter of size 104mmx60mm with

1.0mm thick GI section reinforcement in frame and 1.5 mm

in Shutter, produced by ISO 9001/2000 and ISO 14001;

2004 certified company. Door shutter will consist either of 5

mm thick float glass or galvanized wire guage or solid PVC

panel along with complete fittings, e.g. pulley/rollers,

transmission gear and handle for operating Door upto height

2.10m, including all taxes and cost of material and labour.

80.00 Sqm 9,862.59 7,89,007.58

b. Supplying, providing and fixing white colour uPVC Door

Double Shutters complete, consisting of uPVC frame of size

60mmx60mm and uPVC shutter of size 104mmx60mm with

1.0mm thick GI section reinforcement in frame and 1.5 mm

in Shutter, produced by ISO 9001:2000 and ISO 14001:

2004 certified company. Door shutter will consist either of 5

mm thick float glass or galvanized wire guage or solid PVC

panel along with complete fittings, e.g. pulley/rollers,

transmission gear and handle for operating Door upto height

2.10m, including all taxes and cost of material and labour.

60.00 Sqm 9,862.59 5,91,755.69

c. Supplying, providing and fixing white colour sliding uPVC

window on two track without mesh complete, consisting of

uPVC frame of size 60mmx58mm and uPVC shutter of size

2mmx66mm with 1.0mm thick GI sectionreinforcement in

frame and 1.5 mm in Shutter, produced by ISO 9001:2000

and ISO 14001: 2004 certified company. Window shutter will

consist either of 5 mm thick float glass or galvanized wire

guage along with complete fittings, e.g. pulley/rollers,

transmission gear and handle for operating Window upto

height 1.20 m, including all taxes and cost ofmaterial and

labour.

40.00 Sqm 5,353.97 2,14,158.93

d. Supplying, providing and fixing white colour sliding uPVC

window on three track with mesh complete, consisting of

uPVC frame of size 108mmx58mm and uPVC shutter of size

42mmx66mm with 1.0mm thick GI section reinforcement in






height 1.20 m, including all taxes and cost of material

andlabour.

40.00 Sqm 7,326.50 2,93,059.86

29 of 38


e. Supplying, providing and fixing white colour sliding uPVC

window with double Shutter complete, consisting of uPVC

frame of size 60mmx60mm and uPVC shutter of size

60mmx78mm with 1.0mm thick GI section reinforcement in






height 1.20 m, including all taxes and cost of material and

labour.

40.00 Sqm 8,340.95 3,33,637.94

NS-17 Construction and installation of a 200/150 mm dia deep tube

welli. Geophysical survey of two or more locations each by

electrical logging method to decide the best location of tube

well depending on water bearing strata for an approximately

yield of 25000 lt/hour.(only labour charge.The cost of

material is excluded)

1.00 Per Job 23,482.37 23,482.37

ii Drilling including ramming 675/500 mm dia bore hole in all

types of soil including sand, stone rocks boulder formation

etc. with contractors mechanical rib. From 0 to 50 meters

(only labour charge. The cost of material is excluded)

50.00 Per M 1,831.63 91,581.47

iii Drilling including ramming 500 mm dia Hole in all types of

soil including sand, stone, rock boulder formation etc. with

contractor's mechanical rib.From 50 to 200 Meters (only

labour charge. The cost of material is excluded)

150.00 Per M 1,737.70 2,60,654.51

iv Supplying, Lowering and fixing in position Housing pipe 200

mm dia as per IS:4270 ERW.

50.00 Per M 2,723.95 1,36,197.65

v Supplying, Lowering and fixing in position Plain pipe 150 mm

dia as per IS:4270 ERW.

90.00 Per M 1,925.56 1,73,300.59

vi Supplying, Lowering and fixing in position Slotted screen

pipe 150 mm dia as per IS:8110 ERW.

30.00 Per M 2,676.99 80,309.76

vii Supplying and Fixing of bail plug 150mm dia 1.00 Each 469.64 469.64

viii Supplying and Fixing of well cap 200mm 1.00 Each 469.64 469.64

ix Supplying and Fixing of Central guides 200mm dia 9.00 Per no. 281.79 2,536.09

x Supplying and Fixing of Central guides 150mm dia 25.00 Per no. 234.83 5,870.66

xi Supplying and Fixing 200/150 mm dia MSERW reducer 1.00 Each 375.72 375.72

xii Supplying and Fixing of holding/housing clamps 200mm 1.00 Each 375.72 375.72

xiii Supplying and Fixing RS Joist in cross to rest the housing

clamps.

1.00 Each 751.44 751.44

xiv Pea Gravel 2 mm to 4 mm size for surrounding of tube well

as per IS 4270-1967

40.00 Per Cum 6,575.07 2,63,002.67

xv Packing of tube well with pea gravel 200.00 Per M 122.12 24,423.56

xvi Charges for transportation of compressor unit to the site of

work and return. (Only labour charge. The cost of material is

excluded)

1.00 Job 16,907.30 16,907.30

xvii Charges for transportation of over pumping unit to the site

of work and return. (Only labour charge. The cost of

material is excluded)

1.00 Job 16,907.30 16,907.30

xviii Development of tube well with compressor unit by air

compressor 250 PSI compression. (Only labour charge. The

cost of material is excluded)

50.00 Per hour 1,972.52 98,626.16

xix Development of tube well by over pumping unit. (Only

labour charge. The cost of material is excluded)

70.00 Per Hour 986.26 69,037.94

xx Supplying, fixing and installation of ISI marked Submersible

pump of 7.5 HP including supplying fixing of switches and

boards etc. complete and testing. including the cost and

installation of 80mm dia GI pipe, B Class flanged joint, 42

Mtr column pipe, electric starter, cables & switch board etc.

complete

1.00 Each 79,840.06 79,840.06

NS-18 Providing and fixing Aluminium Strips of size 35mm x 3mm

for the Flooring with gray/white cement with colouring

pigments in joints of floors or as directed at site of work

100.00 RM 131.58 13,158.00

30 of 38


NS-19 Providing, supplying and fixing RCC pre-cast Boundary wall

with precast poles and panels of 75mm thick including -

Excavation of pit foundation of size of 350mm dia x 900 mm

and pre cast polls of M30 Grade of size 3.3 Mtr. Long -

200mmX 200mm X 3300 with tapered openings at sides,

precast panels of size (3350mm X 2400mm X 75 mm plank)

casting in fabrication yard, transportation, fixing at site with

MS angle of 50mm X 50mm X 5mm in "Y" shape with primer

silver paint and base plate 75mm X 75mm X 6mm, for fixing

of concenrtina coil fence along with GI barbed wire of 12

Guage with 5 horizontal rows for RVNL Project in Kurdha

Road, Odisha

950.00 RMT 8,841.95 83,99,857.00

NS-20 Wood work in door and window frame fitted and fixed in

position complete including a protective coat of painting at

the contact surface of the frame exluding cost of concrete,

Iron Butt Hinges and M.S clamps. (The quantum should be

correted upto three decimals).

1.00 Cum 1,20,682.46 1,20,682.46

(c) Sal : Siliguri. C

NS-21 Supplying solid flush type doors of deluxe decorative (both

side) quality, conforming to I:S 2202 timber frame consisting

of top and bottom rail and side styles of well seasoned

timber 65mm wide each and the entire frame fitted with

27.5mm wide battens places both ways in order to made the

door of solid core and internal lipping with teak, mahogony

or rose wood approved decorative veneers usingBphenol

formaldehyde as glue etc. complete, including fitting, fixing

the shutters in position but excluding the cost of hinges and

other fittings.

(a) 35mm thick shutters (single leaf) Sq 20.00 SQM 4,864.93 97,298.60

NS-22 M.S. round or square bar grating of windows etc. fitted and

fixed in holes of window frame and with intermediate flat bar

stiffener( with necessary holes for the grating bars and with

the ends turned and fixed to timber frame with necessary

screws)complete, as directed.

In ground floor(Steel materials will not be issued by the

Deptt.)

1,200.00 Kg 78.18 93,811.91

Note : Add extra @ 1% for each addl. floor upto 4thfloor

and @ 1.25% for each addl. floor above 4th floor.

NS-23 Supplying, fitting and fixing M.S. clamps for door and

window frame made of flat bent bar, end bifurcated with

necessary screws etc. by cement concrete(1:2:4) as per

direction. (Cost of concrete will be paid separately)

(a) 40mm X 6mm, 250mm Length 72.00 Each 35.37 2,546.58

NS-24 Supplying 'Godrej' mortice lock chromium plated with keys 6

levers including fitting & fixing complete

10.00 Each 2,403.15 24,031.51

NS-25 Brass hasp bolt of approved quality fitted and fixed complete

(oxidised) with 16mm dia rod with centre bolt and round

fitting.300mm long. 10.00 Each 807.87 8,078.74

NS-26 Godrej make Hydraulic door closer of approved quality or

similar as per I.S.I. standard fitted and fixed complete

25.00 Each 2,539.04 63,476.10

NS-27 Anodised aluminium barrel / tower / socket bolt (full

covered)of approved manufactured from extruded section

conforming to I.S. 204/74 fitted and fixed with cadmium

plated screws:(i)150mm long x 10mm dia. bolt. 10.00 Each 78.18 781.77

(ii)) 300mm long x 10mm dia. bolt. 10.00 Each 121.93 1,219.27

NS-28 Anodised aliminium D-type handle of approved quality,

manufactured from extruded section conforming to I.S.

specification (I.S. 230/72) fitted and fixed complete:

i) 125 mm grip x 12 mm dia rod 10.00 Each 126.58 1,265.79

NS-29 Door stopper (Anodised aluminium) 10.00 Each 85.64 856.36

31 of 38


NS-30 Supplying and laying true to line and level vitrified tiles of

approved brand (size not less than 600 mm X 600 mm X 10

mm thick) in floor, skirting etc. set in 20 mm sand cement

mortar (1:4) and 2 mm thick cement slurry back side of tiles

using cement @ 2.91Kg./sqM or using polymerised adhesive

(6 mm thick layer applied directly over finished artificial

stone floor/Mosaic etc without any backing course) laid after

application slurry using 1.75 Kg of cement per sqM below

mortar only, joints grouted with admixture of white cement\

and colouring pigment to match with colour of tiles / epoxy

grout materials of approved make as directed and removal

of wax coating of top surface of tiles with warm water and

polishing the tiles using soft and dry cloth upto mirror finish

complete including the cost of materials, labour and all other

incidental charges complete true to the manufacturer's

specification and direction of Engineer-in-Charge. (White

cement, synthetic adhesive and grout material to be supplied

by the contractor)

i) Deep colour & white colour 450.00 Sqm 2,076.47 9,34,411.06

ii)Light colour 450.00 Sqm 1,560.84 7,02,378.21

NS-31 (A) Rendering the Surface of walls and ceiling with White

Cement base WATER PROOF wall putty of approved make &

brand.(1.5 mm thick).

1,500.00 Sqm 150.78 2,26,169.60

(B) Add extra for each additional floor over the rate for

ground floor for the above item when used on External

Surface Upto 4th floor

1,509.00 Sqm 0.93 1,407.05

NS-32 Protective and Decorative Acrylic exterior emulsion paint of

approved quality, as per manufacturer's specification and as

per direction of Engineer-in- Charge to be applied over

acrylic primer as required. The rate includes cost of material,

labour, scaffolding and all incidental charges but excluding

the cost ofprimer

600.00 Sqm 103.31 61,986.05

Two Coat Premium 100% Acrylic Emulsion up to 4th floor

NS-33 Applying Exterior grade Acrylic primer of approved quality

and brand on plastered or cencrete surface old or new

surface to receive decorative textured (matt finish) or

smooth finish acrylic exterior emulsion paint including

scraping and preparing the surface throughly, complete as

per manufacturer'sspecification and as per direction of the

EIC.

600.00 Sqm 38.17 22,899.87

One coat up to 4th floor

NS-34 (a) Priming one coat on steel or other metal surface with

synthetic oil bound primer of approved quality including

smoothening surfaces by sand papering etc

40.00 Sqm 35.37 1,414.77

b) Priming one coat on timber or plastered surface with

synthetic oil bound primer of approved quality including

smoothening surfaces by sand papering etc.

50.00 Sqm 47.47 2,373.48

NS-35 Painting with best quality synthetic enamel paint of approved

make and brand including smoothening surface by sand

papering etc. including using of approved putty etc. on the

surface, if necessary :(a) On timber or plastered surface :

Two coats with any shade as approved by engineer. 50.00 Sqm 99.59 4,979.55

(b) On steel or other metal surface :

Two coats with any shade as approved by engineer. 50.00 Sqm 96.79 4,839.68

NS-36 Supplying, fitting and fixing E.W.C. in white glazed vitreous

chinaware of approved make complete in position with

necessary bolts, nuts etc with P- trap

6.00 Each 1,748.84 10,493.06

NS-37 Supplying, fitting and fixing Flat back urinal (half stall urinal)

in white vitreous chinaware of approved make in position

with brass screws on 75mm X 75 mm X 75 mm wooden

blocks complete.635 mm X 395 mm X 420 mm 6.00 Each 3,528.40 21,170.43

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NS-38 Supplying, fabricating matt/glossy finished Stainless Steel

railing/hand rail as per design comprising of 50mm dia

Stainless steel Grade 304 fixing the same in required position

including angular assembly at every bend complete in all

respect and making good the wall as per specification.

30.00 Kg 612.42 18,372.66

NS-39 Supplying, fitting & fixing of partly glazed partly panelled or

fully glazed single leaf Aluminium swing door of all

aluminium sections viz door frame ( top and side frame),

shutter( top rail, bottom rail, lock rail, door vertical) , glazing

clip made of Aluminium Alloy Extrusions conforming to IS:

733-1983 and IS: 1285-1975, annodized conforming to

IS:1868-1983, fitted with all other accessories viz. EPDM

gusket,cleat, angle screws etc. including labour charges for

fitting and fixing of aluminium door with door

spring,/aluminium hinges, glass / Panel board all complete

as per architectural drawings and direction of Engineer-

incharge. ( Excluding cost of glass/ panel board, door spring/

Al hinges, door closer, door stoper, handle, tower bolt and

locking arrangment etc) 10-12 Micron thickness Annodizing

film Natural white.

100.00 Kg 473.74 47,374.29

NS-40 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium

sliding Window of all Aluminium sections viz. window frame

(top,bottom & side frame), shutter(top, bottom, side &

interlock member) made of aluminium alloy extrusions

conforming to IS 733- 1983 & IS 1285-1975, annodised

conforming to IS 1868-1983, fitted with all other accessories

viz. PVC roller, EPDM gasket, maruti lock, screws etc.

including labour charges for fitting & fixing of aluminium 2-

track/3-track sliding window with fixing of glass (excluding

cost of glass) all complete as per architectural drawings and

direction of Engineer-incharge. 10-12 Micron thickness

Annodizing film Natural white

250.00 Kg 551.00 1,37,749.42

Total for Bill No 7A 4,51,45,863.29

Note :

3. Prior to demolishing of any structure measurements have to be taken, scheme of dismantling has to be got approved from the Engineer.

4. Wherever, cement, Reinforcement steel are required to be consumed in the item at site, the rates are exclusive of cost of these materials

unless otherwise specified and the same shall be paid separately under relevant items for supply of these materials.

5. The above rates includes Structural design & drawing charges.

1. All materials, equipment, labour, casting beds, stress frames, form work staging, scaffolding, etc. is to be arranged by the contractor within

the quoted rates.

2. All design mix concrete shall be machine batched with automatic weight batcher, machine mixed and machine vibrated or ready mix concrete

prepared in depot and transported by transit mixer to the site of work.

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7,061 Providing FOB, platform shelters, height gauge, columns,

beams, trusses and other steel components of miscellaneous

works duly launched in position with or without traffic block

as directed by Engineer with contractors steel conforming to

IS:2062-1999 including fabrication, assembly, erection,

launching, riveting/welding, bolting, initial coats of zinc

chromate priming conforming to relevant IS specification and

three subsequent coats of aluminum paint of approved

quality conforming to IS:2339 after final erection on all

surfaces complete. Rate is inclusive of supply and fixing of

MS holding down bolts for IRS type platform shelters and

FOBs with required angles.

Note: Payment under this item shall be done in following

manner;

(I) 60% of the rate shall be paid after fabrication, application

of priming coat of painting and transportation to the site,

(II) 30% of the rate on erection & launching of the complete

structure.

(III) Balance 10% of the rate will be paid after final painting

and other allied works complete in satisfactory manner as

detailed above.

15.10 MT 1,03,343.40 15,60,485.39

NS-1 Supplying and fixing rolling shutters of approved make as

per IS 6248 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

rhaft 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 27.5 cm

long wire spring grade No.2 and M.S. top cover of required

thickness for rolling shutters 80x1.25 mm MS laths with 1.25

mm thick top cover.

19.50 Sqm 2,220.14 43,292.71

Total for Bill No 7B 16,03,778.10

Bill No. 7B: Miscellaneous works steel items)

Note : OPC/PSC/PPC cement has to be supplied as per requirement of the work in terms of specifications for material and works. Payment

against supply will be made only after consumption of cement in the relevant items of work.

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8,003 Supply of Portland Pozzolana Cement (PPC) conforming to

IS: 1489 with latest amendments and using the same in the

work as per RVNL's approved mix design as per RVNL's

prescribed rates of consumption including all lead lift, labour,

loading unloading, ascent, descent, crossing of Railway

lines(s), royalty, taxes, transport (contractor's own), tools

and plant complete.

1,10,000.00 Bag of 50kg. 254.35 2,79,79,018.50


Bill No.8 : Supply of Cement

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9,001 Providing site offices for Employer with Contractor's material,

Labour, Tools and Plant, Equipment etc. including provision

of Water Supply, Drainage, Power arrangements, office

maintenance as per the details mentioned in clauses 3.1 to

3.2.8 & 3.5 to 3.5.2 of Chapter 3 (Site Facilities for the

Employer and the Engineer) of Section 5 (Work's

Requirement) of Tender Documents.

Note 1:

This item is provided with the contention that new site

offices will be constructed for this purpose and 75%

payment of the accepted rates will be made after making

available functional office, balance 15% payment shall be

made at the end of the completion period and the remaining

10% will be paid after clearance of site by the contractor.

Note 2:

Alternatively if suitable accommodation is available on hire

basis at suitable location acceptable to the employer, the

contractor can arrange the same under the item but in such

a case the payment shall be regulated as below. (a) 10%

payment shall be made on completion of one month from

the date of making available the office fit for functioning. b)

Remaining 90% payment shall be paid in equal monthly

instalments that is (0.9xQuoted rate) / (Stipulated

Completion period in months + defect liability period in

months).

Note 3: In case stipulated period gets extended, payment on

monthly basis, under this item, in such extended period,

shall be made as under;

(i) in case of new construction @ [(54% of Quoted rate) /

(Stipulated Completion period in months + defect liability

period in months)] per Sq.m. of Plinth area.

120.00 Per Sqm. of

Plinth area

19,726.37 23,67,163.88

9,002 Providing Furniture as given under clauses 3.3, 3.3.1 of

Chapter 3 (Site Facilities for the Employer ) of Section 5

(work's Requirement) of Tender Documents. Note: Payment

shall be made @ 75% of the accepted rate after making

available the furniture items in functional office, balance

15% payment shall be made at the end of the completion

period and the remaining 10% will be paid after clearance of

site by the contractor.

1.00 L S Per Site Office 15,32,147.52 15,32,147.52

9,003 Providing Road Vehicle mentioned below for the use of

Engineer/Employer as per the Conditions mentioned in

Clause 3.4.3, i.e 3.4.3.1 to 3.4.3.3 of Chapter 3 (Site

Facilities for the Employer and the Engineer) of Section 5

Work's Requirement) of Tender Documents.9003 a INNOVA, MAHINDRA XUV500 or similar 42.00 Vehicle months 82,352.65 34,58,811.29

9003 b BOLERO, SCORPIO, ERTIGA, MARAZZO or similar 126.00 Vehicle months 70,861.22 89,28,513.80

9003c Extra for running and maintenance of every additional km

over and above 4000 kms as specified in item 9003 (a)

1,000.00 per Km. 19.18 19,178.59

9003d Extra for running and maintenance of every additional km

over and above 4000 kms as specified in item 9003 (b)

1,000.00 per Km. 15.34 15,342.87

Bill No.9 : Site facilities

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9,004 Providing Computers with software, Printers and other office

equipment as given under clause 3.6 of Chapter 3 (Site

Facilities for the Employer) of Section 5 (work's

Requirement) of Bidding Documents excluding (d) Large

Format Plotter.

Note:

(i) Payment shall be made @ 85% of the rate after making

available the office equipment in functional condition,

(ii) Next 10% of the rate shall be paid at the end of the

completion period.

(iii) The remaining 5% of the rate shall be paid after the

equipment is taken back by the contractor and the site is

cleared by the contractor.

1.00 L S Per Site Office 13,68,985.51 13,68,985.51


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10,001 Execution of item(s) of works covered by chapters 1 to 25 of

USOR-2010 of E.Co. Railway. Note: This bill will be operated

for only those works which cannot be executed by operation

of BOQ items in bill no. 1 to 9.

33,19,042.00 LS 42,28,902.47 42,28,902.47

Total for Bill No 10 42,28,902.47

TOTAL OF CIVIL WORKS 31,59,85,798.50

Bill No.10 : Miscellaneous (other items of works not covered in Bill No1 to 9)

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