Construction of Test Track, Fig of 8 and other related works in HVF, Avadi (T.N) (Pkg-II)

No. incl correction factor Amount

1 Compound wall & Gate works 2,58,99,392.95 -

2 Road works -

A CC Road 15,91,69,612.53 ₹ 22,36,59,652.89

B BT Road 2,81,39,846.46

ALG Test Stand, recreation type

rooms with toilet

5 Ramp with sloped roofs 1,61,65,228.44 6,21,14,550.45

6 Box culvert 73,74,564.32

7 Levelling 16,16,34,834.52

A Total Estimated Amount 39,89,45,448.00 28,58,69,337.43 1,22,683.00

Total Estimated cost 68,49,37,468.44

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

Boundary wall- Abstract

DSR Rate

DSR incl

Sl No Description Unit QTY DSR Amount NDSR Rate NDSR Amount

2023 correction

factor

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

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as

1 2.6.1 well as 10 sqm on plan) including getting out and disposal of excavated Cum 2388.44 ₹ 172.71 4,12,500.64 - -

earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.

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

sides of foundations etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming and watering, lead up to

50 m and lift upto 1.5 m.

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources

3 4.1.8 : 8 graded stone aggregate 40 mm nominal size derived from natural Cum 123.13 ₹ 6,628.08 8,16,115.00 - -

sources)

Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting

of concrete, to improve durability and workability without impairing

strength; including pumping of concrete to site of laying, curing,

carriage for all leads; but excluding the cost of centering, shuttering,

finishing and reinforcement as per direction of the engineer-in-charge,

for the following grades of concrete Concrete of M30 grade with

minimum cement content of 350 kg /cum

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

5 5.22A.6 bending, placing in position and binding all complete upto plinth level Kg 54298.80 ₹ 104.94 56,98,010.19 - -

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal

of form.

Centering and shuttering including strutting, propping etc. and removal

6a 5.9.1 of form work for : Foundations, footings, bases of columns/ any Sqm 722.40 ₹ 381.56 2,75,640.35 - -

elements etc. for mass concrete work

Centering and shuttering including strutting, propping etc. and removal

6b 5.9.5 of form work for :Lintels, beams, plinth beams, girders, bressumers and Sqm 795.20 ₹ 716.52 5,69,775.19 - -

cantilevers

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

Boundary wall- Abstract

DSR Rate

DSR incl

Sl No Description Unit QTY DSR Amount NDSR Rate NDSR Amount

2023 correction

factor

Centering and shuttering including strutting, propping etc. and removal

6c 5.9.6 of form work for : Columns, piers, abutments, pillars, posts & struts. Sqm 1733.76 ₹ 935.34 16,21,663.57 - -

Brick work with non modular fly ash bricks conforming to IS:12894,

class designation 10 average compressive strength in super structure

above plinth level up to floor V level in : Cement mortar 1:4 (1 cement :

4 coarse sand)

18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick

cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with

sponge.

Painting with synthetic enamel paint of approved brand and manufacture

of required colour to give an even shade Two or more coats on new

9 13.62.1 work over an under coat of suitable shade with ordinary paint of Sqm 581.36 ₹ 220.14 1,27,981.32 - -

approved brand and manufacture

Finishing walls with water proofing cement paint of required shade :

10 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) Sqm 6675.00 ₹ 113.74 7,59,239.20 - -

Providing and fixing concertina coil fencing with punched tape concertina

coil 600 mm dia 10 metre openable length ( total length 90 m), having

50 nos rounds per 6 metre length, upto 3 m height of wall with existing

angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal

R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to

retain horizontal, including necessary bolts or G.I. barbed wire tied to

11 16.53 Per mt 750.00 ₹ 365.65 2,74,240.05 - -

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 (0.52 mm thick) and weight

43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid

separately)

Structural steel work riveted, bolted or welded in built up sections,

12 10.2 trusses and framed work, including cutting, hoisting, fixing in position Kg 11,200.00 ₹ 130.09 14,57,009.12 - -

and applying a priming coat of approved steel primer all complete

Total Amount= ₹ 2,58,99,392.95 ₹ -

Total Amount= ₹ 2,58,99,392.95 ₹ -

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

CC Road works

DSR Rate incl

SL. NO. MORTH ITEM Description Unit Nos Qty NDSR Rate Total DSR Amount Total NDSR Amount

correction factor

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm

in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every

3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood

banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :

For road Cum 1 54459.90 ₹ 384.63 - ₹ 2,09,46,742.51

For Tapering and merging portion Cum 1 690.80 ₹ 384.63 - ₹ 2,65,700.26

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting

to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

For road Cum 1 24754.50 ₹ 571.10 - ₹ 1,41,37,294.95

For Tapering and merging portion Cum 1 314.00 ₹ 571.10 - ₹ 1,79,325.40

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in

3 16.78.2 uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With

material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

For road Cum 1 12377.25 ₹ 2,845.88 - ₹ 3,52,24,156.47

For Tapering and merging portion Cum 1 157.00 ₹ 2,845.88 - ₹ 4,46,803.01

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix

macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying

4 16.79 in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and

compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per

specifications and directions of Engineer-in-Charge.

For road Cum 1 14852.70 ₹ 2,835.61 - ₹ 4,21,16,522.57

For Tapering and merging portion Cum 1 188.40 ₹ 2,835.61 - ₹ 5,34,229.66

Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate

conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum,

optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10

Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver,

compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.

For road Cum 1 9901.80 ₹ 4,036.64 - ₹ 3,99,69,966.80

For Tapering and merging portion Cum 1 125.60 ₹ 4,036.64 - ₹ 5,07,001.54

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

CC Road works

DSR Rate incl

SL. NO. MORTH ITEM Description Unit Nos Qty NDSR Rate Total DSR Amount Total NDSR Amount

correction factor

Providing and laying design mix cement concrete of M-50 grade, in roads/ taxi tracks/ runways, using cement content

as per design mix, using coarse sand and graded stone aggregate of 25/12.5 mm nominal size, super-plasticizer,steel

fibre in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars

wherever required, laying at site, spreading and compacting mechanically by using paving machine, needle and

surface vibrators, levelling to required slope/ camber, finishing with required texture by spreading metallic floor

hardener & with vacum dewatering machine, including steel form work with sturdy M.S. channel sections, curing,

making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove

cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of

Engineer in- charge

(Item of joint fillers, sealants, dowel bars with sleeve/ tie bars, Steel fibres, metallic floor hardener to be paid

separately).

Note:- Minimum Cement content considered in M-50 is @ 450 kg/cum.

Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer

For road Cum 1 14852.70 ₹ 11,994.90 ₹ 17,81,56,651.23

For Tapering and merging portion Cum 1 188.40 ₹ 11,994.90 ₹ 22,59,839.16

Extra for supply & Spreading of metallic floor hardener compound of approved quality as per manufacturer's

7 NDSR Kg 6 300822.00 ₹ 50.00 ₹ 1,50,41,100.00

specification above top layer of cement concrete.

Extra for supply and addition of steel fibres of approved make and quality, conforming to manufacturer’s

7A NDSR specifications and approved mix design, including mixing and pouring in cement concrete using batch mixer, Kg 15 225616.50 ₹ 125.00 ₹ 2,82,02,062.50

complete in all respects

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

8 5.22A.6 binding all complete upto plinth level Kg 1 45000.00 ₹ 104.94 ₹ 47,22,212.25

Thermo-Mechanically Treated bars of grade Fe-500D or more. For Dowel bar with sleeve/tie bars

per cm.

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints

depth per

dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded

9 16.45 cm. width 1 21000.00 ₹ 5.16 ₹ 1,08,294.90

joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than

per metre

35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

length

per cm.

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / depth per

10 16.46.1 pavements all complete as per direction of the Engineer-in-Charge. cm. width 1 1350.00 ₹ 8.42 ₹ 11,362.21

Using grade 'A' sealing compound conforming to IS: 1834. per metre

length

Total Amount= ₹ 15,91,69,612.53 ₹ 22,36,59,652.89

Total Amount= ₹ 15,91,69,612.53 ₹ 22,36,59,652.89

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

BT Road works

DSR-23/ DSR Rate incl

SL. NO. MORTH ITEM Description Unit Qty correction DSR Amount

NO factor

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not

exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or

1 2.2.1 steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and

dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up

ground depressions, lead upto 50 m and for all lift :

All kinds of soil Cum 3,000.00 384.63 11,53,880.70

Construction of embankment with approved material obtained from borrow pits with all lifts and

2 305 leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Cum 6,000.00 571.1 34,26,600.00

of table 300-2.

Construction of granular sub-base by providing close graded Material conforming to specifications,

mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all

leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface

and compacting with vibratory power roller to achieve the desired density, complete as per

specifications and directions of Engineerin-

Charge.

With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 1,200.00 2845.87905 34,15,054.86

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm )

to wet mix macadam (WMM) specification including premixing the material with water at OMC in

4 16.79 for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base Cum 1,350.00 2835.6139 38,28,078.77

course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to

achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the

16.30 bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,

cleaning and preparing the existing road surface as per specifications :

5 16.30.1 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 6,000.00 58.8665 3,53,199.00

6 16.30.2 16.30.2 On bituminous surface @ 0.50 Kg / sqm Sqm 6,000.00 46.8986 2,81,391.60

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified

grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers,

16.54 laying with paver finisher equiped with electronic sensor to the required grade, level and alignment

and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the

desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by

8 16.54.1 weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Cum 900.00 10829.05 97,46,146.94

Hot Mix Plant of 100-120 TPH capacity.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading,

premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with

16.57 paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling

with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as

per specification, complete and as per directions of Engineer-in-Charge.

40/50 mm compacted thickness with bitumen of grade VG- 30 @ 5.5% (percentage by weight of total

9 16.57.2 mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% Cum 480.00 12365.61 59,35,494.60

(percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity.

Total Amount= 2,81,39,846.46

Total Amount= 2,81,39,846.46

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

CC Road works - Ramp, Adjacent road & ALG stand

DSR-23/ DSR Rate incl

Total DSR Total NDSR

SL. NO. MORTH Description Unit Nos Qty correction NDSR Rate

factor Amount Amount

ITEM NO

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm

in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every

3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood

banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :

For tilting track Cum 1 4,068.90 384.63 - 15,65,008.39

For tilting track - tapering portion Cum 1 1,038.40 384.63 3,99,396.57

For ramp inside the Track Cum 3 1,125.00 384.63 - 4,32,705.26

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to

site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

For tilting track Cum 1 1,849.50 571.1 - 10,56,249.45

For tilting track - tapering portion Cum 1 472.00 571.1 - 2,69,559.20

For ramp inside the Track Cum 3 2,250.00 571.1 - 12,84,975.00

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in

3 16.78.2 uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per specifications and directions of Engineerin-

Charge.

With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 1 924.75 2845.87905 - 26,31,726.65

For tilting track - tapering portion Cum 1 236.00 2845.87905 - 6,71,627.46

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix

macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in

4 16.79 uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting

with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and

directions of Engineer-in-Charge.

For tilting track Cum 1 1,109.70 2835.6139 - 31,46,680.74

For tilting track - tapering portion Cum 1 283.20 2835.6139 - 8,03,045.86

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

CC Road works - Ramp, Adjacent road & ALG stand

DSR-23/ DSR Rate incl

Total DSR Total NDSR

SL. NO. MORTH Description Unit Nos Qty correction NDSR Rate

factor Amount Amount

ITEM NO

Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate

conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum,

5 16.8 optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10

Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver,

compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of

Engineer-in- charge.

For tilting track Cum 1 739.80 4036.63645 - 29,86,303.65

For tilting track - tapering portion Cum 1 188.80 4036.63645 - 7,62,116.96

Providing and laying design mix cement concrete of M-50 grade, in roads/ taxi tracks/ runways, using cement content

as per design mix, using coarse sand and graded stone aggregate of 25/12.5 mm nominal size, super-plasticizer,steel

fibre in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars

wherever required, laying at site, spreading and compacting mechanically by using paving machine, needle and

surface vibrators, levelling to required slope/ camber, finishing with required texture by spreading metallic floor

hardener & with vacum dewatering machine, including steel form work with sturdy M.S. channel sections, curing,

making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove

cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of

Engineer in- charge

(Item of joint fillers, sealants, dowel bars with sleeve/ tie bars, Steel fibres, metallic floor hardener to be paid

separately).

Note:- Minimum Cement content considered in M-50 is @ 450 kg/cum.

Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer

For tilting track Cum 1 3,329.10 11994.90 3,99,32,221.59

For tilting track - tapering portion Cum 1 566.40 11994.90 67,93,911.36

Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit

mixer - For ramp

Extra for supply & Spreading of metallic floor hardener compound of approved quality as per manufacturer's

7 NDSR Kg 6 36,858.00 50 18,42,900.00

specification above top layer of cement concrete.

Extra for supply and addition of steel fibres of approved make and quality, conforming to manufacturer’s

8 NDSR specifications and approved mix design, including mixing and pouring in cement concrete using batch mixer, complete Kg 15 65,182.50 125 81,47,812.50

in all respects

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

CC Road works - Ramp, Adjacent road & ALG stand

DSR-23/ DSR Rate incl

Total DSR Total NDSR

SL. NO. MORTH Description Unit Nos Qty correction NDSR Rate

factor Amount Amount

ITEM NO

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

9 5.22A.6 binding all complete upto plinth level Kg 1 1,100.00 104.94 115431.855 -

Thermo-Mechanically Treated bars of grade Fe-500D or more. For Dowel bar with sleeve/tie bars

per cm.

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints

depth per

dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded

10 16.45 cm. width 1 7,100.00 5.16 36613.99

joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than

per metre

35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

length

per cm.

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / depth per

11 16.46.1 pavements all complete as per direction of the Engineer-in-Charge. cm. width 1 450.00 8.42 3787.4025

Using grade 'A' sealing compound conforming to IS: 1834. per metre

length

TOTAL AMOUNT 1,61,65,228.44 6,21,14,550.45

TOTAL AMOUNT 1,61,65,228.44 6,21,14,550.45

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

ALG - CIVIL

DSR-23/ DSR Rate incl

SL. NO. MORTH Description Unit Qty correction DSR Amount

ITEM NO factor

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

means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10

sqm on plan) including getting out and disposal of excavated earth lead upto

50 m and for all lift, as directed by Engineer-in-charge.

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

foundations etc. in layers not exceeding 20cm in depth consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability without impairing strength;

including pumping of concrete to site of laying, curing, carriage for all leads;

but excluding the cost of centering, shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for the following grades of concrete

Concrete of M30 grade with minimum cement content of 350 kg /cum

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

placing in position and binding all complete upto plinth level : RCC

Centering and shuttering including strutting, propping etc. and removalof

6 5.9.1 form work for:Foundations, footings, bases for columns

Total Footing Shuttering QTY Sqm 7.200 381.56 ₹ 2,747.25

Total Plinth Shuttering QTY Sqm 4.800 716.52 ₹ 3,439.28

Total Column Shuttering QTY Sqm 18.720 935.34 ₹ 17,509.66

Total Slab Shuttering QTY Sqm 16.000 902.21 ₹ 14,435.43

Brick work with non modular fly ash bricks conforming to IS:12894, class

7 6.34.1 designation 10 average compressive strength in super structure above plinth Cum 13.248 8720.37 ₹ 1,15,527.42

level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand)

12mm cement plaster of mix :

1:4 (1 cement: 4 fine sand)

18 mm cement plaster in two coats under layer 12 mm thick cement plaster

9 13.12 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster Sqm 14.4 522.94 ₹ 7,530.32

1:3 (1 cement : 3 coarse sand) finished rough with sponge.

Providing and applying white cement based putty of average thickness 1 mm,

10 13.80 of approved brand and manufacturer, over the plastered wall surface to Sqm 29.8 151.84 ₹ 4,524.73

prepare the surface even and smooth complete.

6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) For internal

11 13.16.1 plastering-Ceiling Sqm 16.00 292.34 ₹ 4,677.41

Providing and laying Vitrified tiles in floor in different sizes (thickness to be

specified by the manufacturer) with water absorption less than 0.08% and

conforming to IS:15622, of approved brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse

sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the

joints with white cement and matching pigments etc. The tiles must be cut

with the zero chipping diamond cutter only . Laying of tiles will be done with

the notch trowel, plier, wedge, clips of required thickness, leveling system

and rubber mallet for placing the tiles gently and easily

11.41A.1 Double charge vitrified tile polished finish of size

11.41A.1.1 Size of Tile 600 x 600 mm Sqm 16.00 1414.40 ₹ 22,630.42

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

10 cm thick (average) mud phaska of damped brick earth on roofs laid to

slope consolidated and plastered with 25 mm thick mud mortar mixed with

bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1

13 12.16 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3

(1 cement : 3 fine sand) mixed with 2% of integral water proofing compound

by weight of cement and finished neat:

12.16.1 With common burnt clay F.P.S.(non modular) brick tile of class designation 10 Sqm 16.00 1021.84 ₹ 16,349.51

14 10.0 STEEL WORK

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

hoisting, fixing in position and applying a specified primer and paint using

structural steel etc. as required. The item shall be executed as per particular

5 10.25 specifications given for structural steel.

Contractor shall submit shop drawing as per intent drawing as per tender

document for all structural elements. Contractor shall get approval of shop

drawing before execution of work.

b) In gratings, frames, guard bar, ladder, platform, railings, brackets, had

rail, gate, grill door, façade/ canopy sub structure, false ceiling framing and

16 10.25.2 supporting member, hanger, walk way above false ceiling, for cutout closing Kg 100 167.94 ₹ 16,793.98

in RCC work, and similar works.

Structural steel work in single section, fixed with or without connecting

17 10.1 plate,including cutting, hoisting, fixing in position and applying a priming coat Kg 100 114.18 ₹ 11,418.16

of approved steel primer all complete.

Structural steel work riveted, bolted or welded in built up sections, trusses

18 10.2 and framed work, including cutting, hoisting, fixing in position and applying a kg 100 130.09 ₹ 13,009.01

priming coat of approved steel primer all complete.

Total Amount ₹ 4,01,437.29

Total Amount ₹ 4,01,437.29

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

ALG-Plumbing

DSR RATE incl

DSR civil NDSR

S.NO Plumbing and sanitary Unit Qty Correction DSR AMOUNT NDSR Amount

Factor

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold

water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00

1 18.7.4 m spacing. meter 200 504.74 100948.75

This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge. Internal work - Exposed on wall-32mm dia

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold

water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00

m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of

2 18.8.3 metre 30 610.31 18309.43

cutting chases and making good the same including testing of joints complete as per direction of

Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.-25mm dia

Providing and fixing gun metal gate valve with C.I.wheel of approved quality (Screwed end) - 32mm

nominal bore

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete

4 17.31 with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers each 2 1564.54 3129.07

complete

Providing and fixing wash basin with necessary support 15 mm C.P. brass pillar taps, 32 mm C.P. brass

waste of standard pattern, including painting of fittings and brackets, cutting and making good the

walls wherever requireWhite Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P.

brass pillar tap

Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the

direction of Engineer-in-charge

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with

seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually

7 17.2.1 controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, each 2 6339.63 12679.26

including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked

white solid plastic seat and lid

Providing and fixing on wall / column face unplasticed - PVC soil and waste pipes (type - B) conforming

8 NDSR metre 20 651.83 13036.60 13036.60

to IS : 13592- 1992 including jointing with UPVC SOLVENT - single socketed pipes - 110mm diametre

Providing and fixing on wall face / column face unplasticised - PVC moulded fittings / accessories for

9 NDSR unplasticisd - PVC soil and waste pipes conforming to IS:14735 - 1999 including jointing UPVC each 2 356.49 712.98 712.98

ADHESIVE SOLVENT - Single tee without door - 110 x110x110mm

Providing and fixing on wall face / column face unplasticised - PVC moulded fittings / accessories for

10 NDSR unplasticisd - PVC soil and waste pipes conforming to IS : 14735 -1999 including jointing with UPVC each 2 392.05 784.10 784.10

ADHESIVE SOLVENT - Single tee with door - 110 x110x110 mm

Providing and fixing on wall face / column face unplasticised - PVC mould fittings / accessories for

11 NDSR unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with UPVC each 6 195.76 1174.56 1174.56

ADHESIVE SOLVENT - bend 110 mm

Providing and fixing on wall face / column face unplasticised - PVC mould fittings / accessories for

12 NDSR unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with with each 4 349.40 1397.60 1397.60

UPVC ADHESIVE SOLVENT - bend with door 110 mm

13 NDSR Providing and fixing C.P.brass two in one tap for faucet and tap inlet each 2 1289.27 2578.54

Providing and fixing C.P.brass long body bib cock of approved quality conforming to IS standards - 15

14 NDSR each 2 787.67 1575.34

mm nominal bore

15 NDSR C.P.brass angle valve 15mm for wash basin and cistern tank inlets each 4 301.00 1204.00

16 NDSR PVC Floor multi trap suitable for connection 110mm dia each 2 164.47

17 NDSR 5 inch drainer (grating) SS material 304 square or circular each 4 396.09 1584.38

18 NDSR SS material Health faucet for EWC closet each 2 607.16 1214.33

19 NDSR Connection tube PVC flexible for wash basin each 2 164.47 328.94

20 NDSR PVC Floor multi trap each 2 164.47 328.94

21 NDSR Gully trap 4" PVC each 1 648.28 648.28

22 NDSR FRP manhole covers 750mm*750 mm each 1 4111.71 4111.71

23 NDSR OHT Water tank 1000 ltr ltr 1000 10.00 10000.00

Total 1,60,531.49 40,680.28

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

Electrical BOQ- (Internal distribution board, Fan , light , exhaust , sockets , building illumination)

S.No. 2025 Description Unit Total Qty DSR Rate DSR Amount NDSR Amount

Supplying and fixing following way, single pole and neutral, sheet steel, MCB

distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar,

neutral bus bar, earth bar, din bar, interconnections, powder painted including

earthing etc. as required. (But without MCB/RCCB/Isolator)

2.3.2 8 way , Double door Each 1 2773 2773

Supplying & fixing following rating, double pole (single phase and neutral),

240V residual current circuit breaker (RCCB), having a sensitivity current 30 mA

in the existing MCB DB complete with connections, testing and commissioning

etc. as required.

2.14.1 25A Each 1 2141 2141

Supplying & fixing 5A to 32A rating 240 /415 V,10 kA " C" curve, Miniature Circuit

4 2.1 Breaker suitable for inductive loads of following poles in the existing MCB DB

complete with connections, testing and commissioning etc. as required.

2.10.1 Single Pole Each 4 285 1140

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed

5 1.8.3 medium class PVC conduit, with piano type switch, phenolic laminated sheet, Point 5 1680 8400

suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS/HFFR PVC

insulated copper conductor single core cable etc. as required.-Group c

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call

bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC

6 1.54.3 insulated copper conductor single core cable in Point 5 1246 6230

surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR

PVC insulated copper conductor single core cable etc. as required- Group C

Wiring for circuit/ submain wiring along with earth wire with the following sizes of

7 1.14.3 FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed Meter 50 373 18650

medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire

Supplying and fixing following size / modules , GI box along with modular base &

8 1.27.1 cover plate for modular switches in recess etc. as required - 1 OR 2 module (75 mm Each 3 354 1062

Supplying and fixing following size / modules , GI box along with modular base &

9 1.27.4 cover plate for modular switches in recess etc. as required - 6 module (200 mm x 75 Each 3 462 1386

Supplying and fixing following modular switch / socket on the existing modular plate

10 1.24.1 & switch box including connections but excluding modular plate etc. as required - Each 12 121 1452

5/6 A switch

Supplying and fixing following modular switch / socket on the existing modular plate

11 1.24.3 & switch box including connections but excluding modular plate etc. as required - Each 2 176 352

15/16 A switch

Supplying and fixing following modular switch / socket on the existing modular plate

12 1.24.4 & switch box including connections but excluding modular plate etc. as required - 3 Each 2 136 272

pin 5/6 A socket outlet

Supplying and fixing following modular switch / socket on the existing modular plate

13 1.24.5 & switch box including connections but excluding modular plate etc. as required - 6 Each 2 219 438

pin 15/16 A socket outlet

supplying and fixing 3pin 5A ceiling rose on existing junction box including

14 1.33 per no 15 104 1560

connection etc as required

nstallation, Testing and Commissioning of ceiling fan, including wiring the down rods

15 1.44 of standard length (upto 30 cm) with 1.5 sq. mm FRLS/HFFR PVC insulated, copper Each 2 266 532

conductor, single core cable etc. as required.

Installation, Testing and Commissioning of pre-wired, fluorescent fitting / compact

fluorescent/ LED fitting of all types, complete with all accessories and tube/lamp etc.

17 1.41 directly on ceiling/ wall, including connections per no 5 259 1295

with 1.5 sq. mm FRLS/HFFR PVC insulated, copper conductor, single core cable and

earthing etc. as required.

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

Installation of exhaust fan in the existing opening , including making good the

18 1.50.1 damage , connection , testing , commissioning etc. as required - Upto 450 mm each 1 556 556

sweep Each.

Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and

19 5.2 providing masonry enclosure with cover plate having locking arrangement and set 1 7658 7658

watering pipe etc. with charcoal/ coke and salt as required.

Supplying and laying 6 SWG G.I. wire at 0.50 Meter below ground level for

20 5.7 conductor earth electrode, including connection/ termination with GI thimble etc. as Rm 20 62 1240

required.

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated,

ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.

blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper

winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00,

Air delivery

21 minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than NOS 2 2688 5376

10%, remote or electronic regulator unit for speed control and all remaining

accessories including safety pin, nut bolts, washers, temperature rise=75 degree C

(max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single

phase AC

Supply, earthing etc. complete as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

grade of following size direct in ground including excavation,

sand cushioning, protective covering and refilling the trench etc as required. .- upto

Laying and fixing of one number PVC insulated and

PVC sheathed / XLPE power cable of 1.1 KV grade of

23 10.7.1 Meter 20 64 1280

following size on wall surface as required.

Upto 35 sq. mm (clamped with 1mm thick saddle)

supply of 48W LED Street Light Fitting with LED building around illumination at

24 NDSR Each 2 6154.88 12309.76

parapet level

Stepped Electronic 300W / 450W Square Type Fan

25 NDSR each 2 243 486

Regulator

26 NDSR Supply of 20W 4 Feet LED Fitting with LED Each 5 931.61 4658.05

27 NDSR Exhaust Fan 300mm dia for toilets Each 2 2000 4000

Supply of following size XLPE insulated and PVC sheathed 1.1 KV grade aluminium

28 NDSR Mtr. 150 220 33000

conductor LT armoured UG Cable.-- 4 X 16 sq. mm

Total amount (Electrical) 122683.00 54453.81

Total amount (Electrical) 122683.00 54453.81

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

Box culvert

DSR Rate incl

SL. DSR-23 NDSR Total NDSR

Description Unit Qty correction Total DSR Amount

NO. ITEM NO Rate Amount

factor

Earth work by mechinical / manual means in rough excavation, banking

excavated earth in layers not exceeding 20cm in depth, breaking clods, watering,

rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling

every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing

up in embankments for roads, flood banks, marginal banks and guide banks or

filling up ground depressions, lead upto 50 m and for all lift :

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached

pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. above plinth level up to floor five level, excluding

cost of centering, shuttering, finishing and reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources)

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

Box culvert

DSR Rate incl

SL. DSR-23 NDSR Total NDSR

Description Unit Qty correction Total DSR Amount

NO. ITEM NO Rate Amount

factor

Providing and laying cement concrete in retaining walls, return walls, walls (any

thickness) including attached pilasters, columns, piers, abutments, pillars, posts,

struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor

4 4.2.2 blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding Cum 275.16 10095.41 2778095.34

the cost of centering, shuttering and finishing:

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources).

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

5 5.22.6 placing in position and binding all complete upto plinth level: Kg 18529.98 104.94 19,44,501.24

Thermo-Mechanically Treated bars of grade Fe-500D or more.

FORM WORK

7 5.9 Centering and shuttering including strutting, propping etc. and removal of form.

Centering and shuttering including strutting, propping etc. and removal of form

5.9.1 work for : Foundations, footings, bases of columns/ any elements etc. for Sqm 171.024 381.56 67,067.04

mass concrete work

Walls (any thickness) including attached pilasters, butteresses, plinth and string

courses etc

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 169.38 902.21 1,57,057.58

Cost of culvert 73,74,564.32

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST

NBCC (INDIA) LTD

Name of the work: Construction of Test Track, Fig of '8' and other related works in HVF, Avadi (T.N) (Pkg-II)

Levelling

DSR-23/ BOQ

Sl.No. MORTH ITEM Description of item DSR Rate incl Total Amount

Sl.No. MORTH ITEM Description of item DSR Rate incl Total Amount

Unit Qty

NO correction factor

Earthwork by mechanical/manual means in rough excavation, banking excavated earth in

layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½

tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with

power roller of minimum 8 tonnes, and dressing up in embankments for roads, flood banks,

marginal banks, and guide banks or filling up ground depressions, lead up to 50 m and for

all lift.

2.2.1 All kinds of soil Cum 1,54,336.76 384.63 5,93,62,067.63

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

2 2.25 etc., in layers not exceeding 20 cm in depth, consolidating each deposited layer by

ramming and watering, lead up to 50 m and for all lift.

Required filling material as per Civil 3D Cum 1,62,708.24

80% of the excavated earth can be used for filling Cum 1,23,469.40 190.708 2,35,46,603.10

3 Lime Stabilisation for Improving Sub-grade

Laying and spreading available soil in the sub-grade on a prepared surface, pulverising,

402 mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum

content of 70 per cent of CaO, grading with motor grader and compacting with the road

roller at OMC to the desired density to form a layer of improved sub grade

4 Construction of Embankment with Material obtained from Borrowpits

Construction of embankment with approved material obtained from borrow pits with all

lifts and leads, transporting to site, spreading, grading to required slope and compacting to Cum 39,238.84 571.10 2,24,09,299.24

meet requirement of table 300-2.

TOTAL AMOUNT 16,16,34,834.52

TOTAL AMOUNT 16,16,34,834.52

Digitally signed by DEEPAK

KUMAR MEHRA

Date: 2026.01.28 16:09:31 IST