Part Development Work

SL.NO. DESCRIPTION AMOUNT BASED ON DSR-2018 ( Rs.) AMOUNT BASED ON MARKET RATES (Rs.)

1 STP & SEWERAGE LINE OF EXISTING BUILDINGS 9423248.20 2928150.00

2 UG TANK, UFILTERED WATER DISTRIBUTION, PART SEWERAGE 8308893.04 250000.00

3 INTERNAL ROADS AND PATHS (PART WORK) 8258732.63 2111265.00

4 DG, STREET LIGHT, AIRCONDITIONERS 709382.16 1955815.58

GRAND TOTAL DSR/NDSR ITEM Rs. 3,39,45,487.00

GRAND TOTAL DSR/NDSR ITEM Rs. 3,39,45,487.00

Digitally signed by

Shubham Shubham Goel

Goel 14:43:38 IST

NAME OF WORK:-UG TANK , Unfiltered Water Distribution, Part Sewerage

SUMMARY OF COST(CIVIL)

SR.NO. DESCRIPTION DSR-2018 NDSR

1 CARRIAGE OF MATERIALS 3148.47 0

2 SUB HEAD: EARTH WORK 399370.92 0

3 SUB HEAD: CONCRETE WORK 189796.23 0

4 SUB HEAD: REINFORCED CEMENT CONCRETE WORK 5622270.58 0

5 SUB HEAD: BRICK WORK 24867.38 0

6 SUB HEAD: FLOORING 58306.95 0

7 SUB HEAD: FINISHING 16997.72 0

8 SUB HEAD: WATER SUPPLY 1100113.80 0

9 SUB HEAD: DRAINAGE 69057.10 0

10 SUB HEAD: WATER PROOFING 824963.90 0

11 SUB HEAD: PUMP SET 0.00 250000

AMOUNT FOR DSR / NS ITEMS 8308893.04 250000.00

TOTAL AMOUNT ( Rs.) 8558893.04

TOTAL AMOUNT ( Rs.) 8558893.04

NAME OF WORK:-INTERNAL ROAD AND PATHS (PART WORK)

SUMMARY OF COST(CIVIL)

SR.NO. DESCRIPTION DSR-2018 NDSR

1 SUB HEAD: EARTH WORK 0 2111265.00

2 SUB HEAD: STEEL WORK 1747540.00 0

3 SUB HEAD: ROAD WORK 6511192.63 0

AMOUNT FOR DSR / NS ITEMS 8258732.63 2111265.00

TOTAL AMOUNT ( Rs.) 10369997.63

TOTAL AMOUNT ( Rs.) 10369997.63

NAME OF WORK: DG, AC and Street Light

SUMMARY OF COST(CIVIL)

SR.NO. DESCRIPTION DSR-2018 NDSR

2 SUB HEAD: Air Conditioners 0.00 525525.00

3 SUB HEAD: Street Lights 709382.16 1255977.33

AMOUNT FOR DSR / NS ITEMS 709382.16 1955815.58

TOTAL AMOUNT ( Rs.) 2665197.74

TOTAL AMOUNT ( Rs.) 2665197.74

NAME OF WORK: SEWER TREATMENT PLANT WITH CIVIL WORK AND PART SEWERAGE

SUMMARY OF COST(CIVIL)

SR.NO. DESCRIPTION DSR-2018 NDSR

1 SUB HEAD: EARTH WORK 352466.73 0.00

2 SUB HEAD: CONCRETE WORK 217315.34 0.00

3 SUB HEAD: REINFORCED CEMENT CONCRETE WORK 1757328.70 0.00

4 SUB HEAD: BRICK WORK 213604.38 0.00

5 SUB HEAD: FLOORING 33389.45 0.00

6 SUB HEAD: DRAINAGE 6849143.60 0.00

AMOUNT FOR DSR / NS ITEMS 9423248.20 2928150.00

TOTAL AMOUNT ( Rs.) 12351398.20

TOTAL AMOUNT ( Rs.) 12351398.20

NBCC (INDIA) LIMITED

STP ( CIVIL WORK+SET), SEWERAGE FOR MARINE BN. BSF SEDATA BHUJ GUJARAT

SL. DSR RATE DSR AMOUNT (RS.)

DESCRIPTION OF ITEM UNIT QTY. NS Rate NS AMOUNT (RS.)

SUBHEAD :EARTH WORK

Earth work in excavation by mechanical means (Hydraulic

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

1 2.7 in width as well as 10 sqm on plan) including getting out and disposal

of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by

Engineer-incharge.

(b) 2.7.3 Hard rock (blasting prohibited) Cum 271.35 1016.20 275745.87

Earth work in excavation by mechanical means (Hydraulic

excavator/manual means in foundation treanches or drains (not

exceeding 1.5m in width or 10 sqm on plan) including dressing of sides

and ramming of bottoms, lift upto 1.5m, including getting out the

excavated soil and disposal of surplus excavated soil as directed within

a lead of 50 mtr.

a) 2.8.1 All kinds of soil. Cum 83.75 252.30 21130.13

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 upto

50 mtrs. and lift upto 1.5 mtr.

2.26 extra for every additional lift of 1.5m or part thereof in.

TOTAL SUBHEAD :EARTH WORK 352466.73

SUBHEAD :CONCRETE WORK:

Providing and laying in position cement concrete of specified grade

5 4.1 excluding the cost of centring and shuttering - All work upto plinth

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

Extra for providing and mixing water proofing material in cement

6 4.12 concrete work in doses by weight of cement as per manufacturer's 117.25 56.55 6630.49

TOTAL SUBHEAD :CONCRETE WORK: 217315.34

SUBHEAD :RCC WORK:

Centring and shuttering including strutting, propping etc. and removal

a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 16.75 284.85 4771.24

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 37.52 693.05 26003.24

SL. DSR RATE DSR AMOUNT (RS.)

DESCRIPTION OF ITEM UNIT QTY. NS Rate NS AMOUNT (RS.)

d) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 16.75 552.05 9246.84

e) 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 85.76 733.70 62922.11

Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete

a) 5.22.6 Thermo-Mechanically Treated bars Kg. 4683.30 83.50 391055.55

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

9 5.22A cutting,bending, placing in position and binding all complete above

(a) 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 1035.15 83.50 86435.03

Providing and laying in position machine batched, machine mixed and

machine vibrated design mix cement concrete of specified grade for

reinforced cement concrete work including pumping of concrete to site

of laying but excluding the cost of centring, shuttering, finishing and

reinforcement-including admixture in recommended proportions as

per IS:9103 to accelerate, retard setting of concretre, improve

workability without impairing strength and durability as per direction

of Engineer-in-charge.

Note-cement content considered in this item is @330kg/cum.

Excess/less cement used as per design mix is payable /recoverable

a) 5.33.1 All works upto plinth level Cum 100.50 7997.30 803728.65

(b) 5.33.2 All works above plinth level upto floor five level Cum 16.75 9400.85 157464.24

Add for using extra cement in the items of design mix over and above

the specified cement content therein.

TOTAL SUBHEAD :RCC WORK: 1757328.70

D [D] SUB-HEAD:BRICK WORK

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

class designation 7.5 in foundation and plinth in:

(a) 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 33.50 6376.25 213604.38

[D] TOTAL SUB-HEAD:BRICK WORK 213604.38

SUBHEAD :FLOORING WORK

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded

13 11.3 stone aggr.) finished with a floating coat of neat cement including

cement slurry, but excluding the cost of nosing of steps etc. complete

a) 11.3.1 40 mm thick with 20 mm nominal size stone aggr. Sqm 67.00 498.35 33389.45

TOTAL SUBHEAD :FLOORING WORK 33389.45

SUB HEAD : DRAINAGE

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes

with collars jointed with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.

SL. DSR RATE DSR AMOUNT (RS.)

DESCRIPTION OF ITEM UNIT QTY. NS Rate NS AMOUNT (RS.)

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement :

4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size), foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating

coat of neat cement and making channels in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

finished with a floating coat of neat cement complete as per standard

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame

(light duty) 455x610 mm internal dimensions,

total weight of cover and frame to be not less than 38 kg (weight of

cover 23 kg and weight of frame 15 kg) :

19.7.1.2 With Sewer bricks conforming to IS : 4885 each 36.00 10915.65 392963.40

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame

(medium duty) 500 mm internal diameter, total

weight of cover and frame to be not less than 116 kg (weight of cover

58 kg and weight of frame 58 kg) :

19.7.2.2 With Sewer bricks conforming to IS : 4885 each 35.00 22968.60 803901.00

17 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

a) 19.8.1.2 With Sewer bricks conforming to IS : 4885 meter 35.51 7533.80 267525.24

19.8.2 Size 120x90 cm

b) 19.8.2.2 With Sewer bricks conforming to IS : 4885 meter 20.10 9031.30 181529.13

Constructing brick masonry circular manhole 1.22 m internal dia at

bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse

sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with a floating coat of neat cement

18 19.11 foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 40mm nominal size) and making necessary channel in

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

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

cement, all complete as per standard design :

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade

designation) 560 mm internal diameter conforming to I.S. 12592, total

weight of cover and frame to be not less than 182 kg. fixed in cement

19.11.1 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at the external

surface shall be paid for separately) :

19.11.1.2 With Sewer bricks conforming IS : 4885 each 20.00 21254.90 425098.00

SL. DSR RATE DSR AMOUNT (RS.)

DESCRIPTION OF ITEM UNIT QTY. NS Rate NS AMOUNT (RS.)

Constructing brick masonry chamber for underground C.I. inspection

chamber and bends with bricks in cement mortar 1:4 (1 cement : 4

coarse sand) C.I. cover with frame (light duty) 455x610 mm internal

dimensions, total weight of cover with frame to be not less than 38 kg

(weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with

19 19.30 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand

(Zone III) : 10 graded stone aggregate 40 mm nominal size), inside

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

sand), finished smooth with a floating coat of neat cement on walls and

bed concrete etc. complete as per standard design:

Inside dimensions 600x 850 mm and 45 cm deep for pipe line with

three or more inlets :

With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5

20 19.31 Extra for depth beyond 45 cm of brick masonry chamber :

19.31.3 For 600x850 mm size

With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including

21 19.33 S.W. drain pipe 100 mm diameter and 1.20 m long complete as per each 2.00 2608.00 5216.00

standard design.

TOTAL SUB HEAD : DRAINAGE 6849143.60

NON SCHEDULE ITEMS( STP)

Supply ,installation, Testing comissioning of FAB+UF (Ultra filtration )

based STP plant of 120 Cu.m capacity . The plant should be complete

with making of Bar screen,oil and grease trap,Equilisation tank ( Air

Grid) , Feed Pumps ,Required Media ,tube settler modules\clari-

settler,centrifuge-sytem , Hypo-dosing tank , Inter connecting pipes ,

Air Blower Line,Air blowers, Teritary treatment concsisting of Filter

22 NS-1 feed pumps,Dual MEdia Filter,Activated carbon filter, Presuure set 1.00 2928150.00 2928150.00

guages,Air rotameters,Auto-desludging valve,level switches , All

electricals as well as Penel compatibable with BMS system and all the

required accessories/items to complete the plant and make it

operational to achieve the outlet parameters of - BOD < 5 , COD < 20 , e-

coli - Nil , TSS - Nil , ( CIVIL WORKS WILL BE PAID SEPERATE AS PER

THE CIVIL HEAD but designing of civil work is include in scope )

TOTAL NON SCHEDULE ITEMS( STP) 2928150.00

GRAND TOTAL STP (DSR+NS) 12351398.20

GRAND TOTAL STP (DSR+NS) 12351398.20

NBCC (INDIA) LIMITED

CONSTRUCTION OF UG WATER TANK ( 2,00,000 LTR), SUPPLY LINES, PUMP

SL. DSR RATE (RS.) AMOUNT (RS.) NDSR AMOUNT

DESCRIPTION OF ITEM UNIT QTY. NDSR Rate

NO. 2018/NS DSR 2018 DSR 2018 (RS.)

CARRIAGE OF MATERIALS

1 1.1. By mechnical transport including loading, unloading & stacking

1.1.1 Lime,moorum,Building rubbish

TOTAL: CARRIAGE OF MATERIALS 3148.47

SUBHEAD :EARTH WORK

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

lift upto 1.5 m, as directed by Engineer-incharge.

(b) 2.7.3 Hard rock (blasting prohibited) Cum 78.00 1016.20 79263.60

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

means in foundation treanches or drains (not exceeding 1.5m in width or 10 sqm

3 2.8 on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m,

including getting out the excavated soil and disposal of surplus excavated soil as

directed within a lead of 50 mtr.

a) 2.8.1 All kinds of soil. Cum 78.00 252.30 19679.40

Excavating trenches of required width for pipes, cables, etc including excavation

for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m,

including getting out the excavated soil, and then returning the soil as required,

in layers not exceeding 20 cm in depth, including consolidating each deposited

layer by ramming, watering, etc. and disposing of surplus excavated soil as

directed, within a lead of 50 m

2.10.1 All kinds of soil

(a) 2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. metre 405.60 223.00 90448.80

(b) 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre 292.50 364.20 106528.50

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 upto 50 mtrs. and lift upto 1.5

6 2.26 extra for every additional lift of 1.5m or part thereof in.

2.26.1 All kinds of soil. Cum 39.00 90.40 3525.60

TOTAL SUBHEAD :EARTH WORK 399370.92

SUBHEAD :CONCRETE WORK:

Providing and laying in position cement concrete of specified grade excluding the

cost of centring and shuttering - All work upto plinth level:

a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 7.80 6788.60 52951.08

b) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 19.50 5789.60 112897.20

SL. DSR RATE (RS.) AMOUNT (RS.) NDSR AMOUNT

DESCRIPTION OF ITEM UNIT QTY. NDSR Rate

NO. 2018/NS DSR 2018 DSR 2018 (RS.)

Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3

Coarse sand :6 graded stone aggregate 20mm nominal size) over 75 mm bed of

dry bricks ballast 40mm nominal size well rammed and consolidated and

grouted with fine sand including finishing the top smooth.

TOTAL SUBHEAD :CONCRETE WORK: 189796.23

SUBHEAD :RCC WORK:

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

a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 35.10 284.85 9998.24

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

string courses etc.

c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 127.92 693.05 88654.96

d) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 78.00 552.05 43059.90

e) 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 134.16 733.70 98433.19

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

in position and binding all complete

a) 5.22.6 Thermo-Mechanically Treated bars Kg. 18915.00 83.50 1579402.50

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

placing in position and binding all complete above plinth level.

(a) 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 18135.00 83.50 1514272.50

Providing and laying in position machine batched, machine mixed and machine

vibrated design mix cement concrete of specified grade for reinforced cement

concrete work including pumping of concrete to site of laying but excluding the

12 5.33 cost of centring, shuttering, finishing and reinforcement-including admixture in

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

concretre, improve workability without impairing strength and durability as per

direction of Engineer-in-charge.

Note-cement content considered in this item is @330kg/cum. Excess/less cement

used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 213.72 7997.30 1709182.96

b) 5.33.2 All works above plinth level upto floor five level Cum 18.22 9400.85 171291.01

Add for using extra cement in the items of design mix over and above the

specified cement content therein.

TOTAL SUBHEAD :RCC WORK: 5622270.58

D [D] SUB-HEAD:BRICK WORK

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

designation 7.5 in foundation and plinth in:

(a) 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 3.90 6376.25 24867.38

[D] TOTAL SUB-HEAD:BRICK WORK 24867.38

SUBHEAD :FLOORING WORK

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggr.)

15 11.3 finished with a floating coat of neat cement including cement slurry, but

excluding the cost of nosing of steps etc. complete

SL. DSR RATE (RS.) AMOUNT (RS.) NDSR AMOUNT

DESCRIPTION OF ITEM UNIT QTY. NDSR Rate

NO. 2018/NS DSR 2018 DSR 2018 (RS.)

a) 11.3.1 40 mm thick with 20 mm nominal size stone aggr. Sqm 117.00 498.35 58306.95

TOTAL SUBHEAD :FLOORING WORK 58306.95

SUBHEAD :FINISHING:

16 13.4 12mm cement plaster of mix :

With ready mixed red oxide zinc chromate primer of approved brand and

manufacturer on steel galvanised iron/steel works.

Painting with synthetic enamel paint of approved brand and manufacture to give

an even shade :

a) 13.61.1 Two or more coats on new work Sqm 39.00 121.55 4740.45

TOTAL SUBHEAD :FINISHING: 16997.72

SUB HEAD: WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability

for hot & cold water supply including all CPVC plain & brass threaded fittings This ncludes

jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &testing

of joints complete as per direction of Engineer in Charge

(b) 18.9.6 50 mm nominal outer dia Pipes metre metre 390.00 791.65 308743.50

(d) 18.9.8 75 mm nominal inner dia Pipes metre metre 97.50 1965.85 191670.38

(e) 18.9.9 100 mm nominal inner dia Pipes metre metre 105.30 2779.55 292686.62

(f) 18.9.10 150 mm nominal inner dia Pipes metre 27.30 5821.85 158936.51

Providing and fixing gun metal gate valve with C.I. wheel of approved quality

Providing and fixing gun metal non- return valve of approved quality (screwed

(c) 18.19.6 80 mm nominal bore

Providing & laying flanged CI standard specials such as tees, bends, collars,

tapers, caps etc. suitable for flanged jointing as per IS-1538:

Providing and fixing C.I. double acting air valve of approved quality with bolts,

23 18.59 nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be

paid separately) :

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box

100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with

chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

24 18.33 aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete

1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)

and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm

thick, finished with a floating coat of neat cement

complete as per standard design

(a) 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 4.00 9288.40 37153.60

TOTAL SUB HEAD: WATER SUPPLY 1100113.80

SL. DSR RATE (RS.) AMOUNT (RS.) NDSR AMOUNT

DESCRIPTION OF ITEM UNIT QTY. NDSR Rate

NO. 2018/NS DSR 2018 DSR 2018 (RS.)

SUBHEAD :DRAINAGE

Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS:10910 on 12mm dia steel bar comforming to IS:1786

having minimum cross section as 23mm x 25mm and over all minimum length

263 mm and width as 165mm with minimum 112mm space between protruded

legs having 2mm tread on top surface by ribbing or chequiring besides necessary

25 19.16 & adequate anchoring projections on tail length on 138mm as per standard Each 46.00 463.05 21300.30

drawing and suitabbe to with stend the bend test and chemical resistance test

as per specifications and having manufacture's permanent identification mark to

be visible even after fixing, including fixing in manholes with 30x20x15cm

cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate

20mm nominal size) complete as per design.

26 19.18 Supplying and fixing CI cover with frame for underground water tank:

560mm diameter CI cover & frame (heavy duty) the weight of the cover and

a) 19.18.3 frame to be not less than 216 kg. (The wt. of cover 108 kg. and the wt. of frame Each 7.00 6822.40 47756.80

TOTAL SUBHEAD :DRAINAGE 69057.10

SUBHEAD :WATER PROOFING:

Providing & laying integral cement based treatment for water proofing on

horizontal surfaces at all levels as directed by Engineer-In-Charge and consisting

of: Ist layer of 20mm to 25mm thick approved and specified rough stone slab

over a 25mm thick base of cement mortar 1:3 (1 cement: 3 coarse sand) mixed

with water proofing compound 'conforming to IS:2645 in the recommended

27 22.1 proportion over the leveling course (leveling course to be paid separately). Joints

sealed and grouted with cement slurry mixed with water proofing compound. ii)

2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed

with water proofing compound in recommended proportion. iii) Finishing top

with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/Sqm

thoroghly embedded in the 2nd layer.

a) 22.1.1 Using rough kota stone Sqm 116.00 1353.70 157029.20

Providing and laying integral cement based treatment for water proofing on the

vertical surface by fixing specified stone slab 22mm to 25mm thick with cement

slurry mixed with water proofing compound conforming to IS:2645 in

recommended proportions with a gap of 20mm (minimum) between stone slabs

and the receiving surfaces and filling the gaps with neat cement slurry mixed

with water proofing compound and finishing the exterior of stone slab with

cement punning mixed with water proofing compound in recommended

proportion complete at all levels and as directed by Engineer-In-Charge.

a) 22.2.1 Using rough kota stone Sqm 374.40 1738.00 650707.20

Providing and placing in position suitable PVC water stops conforming to

IS:12200 for construction/ expansion joints between two RCC members and

fixed to the reinforcement with binding wire before pouring concrete etc.

a) 22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick) Mtr 75.00 229.70 17227.50

TOTAL SUBHEAD :WATER PROOFING: 824963.90

SL. DSR RATE (RS.) AMOUNT (RS.) NDSR AMOUNT

DESCRIPTION OF ITEM UNIT QTY. NDSR Rate

NO. 2018/NS DSR 2018 DSR 2018 (RS.)

Supplying installation testing and commissioning of Hydro pneumatic water

supply system consisting of 3nos

1 NS-2 pumps (2 working stand by)each of 150 LPM i/c microprocessor based control Set 1.00 250000.00 250000.00

panel and VFD complete as required with all electrical fittings, wiring and

connection from desired point as per direction of engineer in-charge

TOTAL: PUMP SET 250000.00

TOTAL UNDERGROUND WATER TANK CIVIL, SUPPLY LINES & PUMP 8558893.04

NAME OF THE WORK: CONSTRUCTION OF PART ROAD WORK FOR MARINE BN. BSF SEDATA BHUJ

ROAD WORK( PART WORK)

DSR RATE 2018 AMOUNT (RS.)

S.NO. DESCRIPTION OF ITEM UNIT QTY NDSR Rate AMOUNT

[A]SUB-HEAD : EARTH WORK

Construction of sub-grade and earthen shoulders with approved material obtained from

1 NS-1 borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope Cum 6015.00 351.00 2111265.00

and compacted to meet requirement of table No. 300-2

[A]TOTAL SUB-HEAD : EARTH WORK 2111265.00

SUBHEAD: STEEL WORK

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

2 10.25 position and applying a priming coat of approved steel primer using structural steel etc. as

a) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works Kg. 13340.00 131.00 1747540.00

TOTAL SUBHEAD: STEEL WORK 1747540.00

SUB HEAD : ROAD WORK

Extra for compaction of earth work in embankment under optimum moiture conditions to

give at least 95% of the maximum dry dencity

16.3 Supplying and stacking at site:

b) 16.3.2 63mm to 45mm size stone aggregate Cum 852.13 1535.65 1308565.76

Laying spreding and compacting stone aggregate of specified sizes to WBM specifications

including spreading in uniform thickness, hand packing, rolling with 3 wheeled road /

4 16.4 vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming Cum 852.13 767.25 653792.91

requisite type of screening binding matterial to fill up interstices of coarse aggregate

watering and compacting to the required density.

Providing and applying tack coat using hot straight run bitumen of grade 80/100 including

5 16.30 heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on

bitumen boiler, cleaning and prparing the existing road surface as per specification.

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm

and 11.2mm size respectively per 100 sqm and 52 kg. and 56 kg. of hot bitumen per cum of

6 16.33 stone chippings of 13.2mm and 11.2mm size respectively including a tack coat with hot

straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc.

complete : (Tack coat to be paid for separately).

With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per

kg. of asphalt.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of

M-30 grade made by block making machine with strong vibratory compaction and of

7 16.68 approved size and design/shape laid in required colur and pattern over and including 50mm SQM 945.00 859.35 812085.75

thick compacted bed of coarse sand, filling the joints with coars sand etc. all complete as per

the direction of the Engineer- In - charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement

in position to the required line, level and curvature jointed with cement mortar 1:3 (1

cement: 3 coarse sand) including making joints with or without grooves (thicness of joints

8 16.69 except at sharp curve shall not be 5 mm) including making drainage opening wherever Cum 50.46 8376.15 422629.12

required complete etc. as per direction of Engineer- In - charge ( length of finished kerb

edging shall be measured for payment ) . ( Precast cc kerb stone shall be approved by

Engineer- In - charge.

SUB HEAD : TOTAL ROAD WORK 6511192.63

GRAND SUM ROAD WORK 10369997.63

NBCC (INDIA) LIMITED

DG SET, Air Conditioners and Street Light FOR MARINE BN. BSF SEDATA BHUJ GUJARAT

SL. DSR RATE DSR AMOUNT (RS.)

DESCRIPTION OF ITEM UNIT QTY. NS Rate NS AMOUNT (RS.)

Supply and installation of 25 KVA DG Set with AMF panel of approved

make testing, commissioning and installation i/c civil foundation etc complete.

AIR CONDITIONERS

Supplying & installation of 1.5 ton split type, 3 star, inverter, coppers AC with

Earthing with GI earth plate 600mm x 600mm x6 mm thick including accessories

and providing masonary enclosure with cover plate having locking arrangement

and watering pipe of 2.7 meter long etc. with salt, charcoal, or coke comlete as

required as per specification.

Laying of one number PVC / XLPE insulated and PVC /XLPE Sheathed power

4 7.1 1.1 KV grade of following size direct in ground including excavation , sand

,protective covering and refillimg the ternch etc as required.

Providing and making steel pole collar with cement concrete 1:3:6 (1 cement :3

coarse sand : 6 graded stone aggregate 20 mm ) of specified size and shape

including form work,plastering if required, curring etc. as (volume of pole /pipe

not to be deducted)

Supplying and embedding following dia G.I pipe (medium class ) in pole

6 11.6 collar/foundation ( during casting ) for cable entry including bending the pipe to

the required shape complete as required.

Supply and Erecting street light fitting with 60 watts.LED lamp having deep

drawn one piece body by using electrochemically brightened & annodised having

purity alluminium reflector with flat tougheneglass cover & necessary control

Supply and Erecting Flood light integral fitting with 100 watt LED lamp having

8 NS-6 drawn one piece body by using electrochemically brightened & annodised having Each 12.00 18271.03 219252.36

purity alluminium reflector with flat toughened glass cover & necessary control

SL. DSR RATE DSR AMOUNT (RS.)

DESCRIPTION OF ITEM UNIT QTY. NS Rate NS AMOUNT (RS.)

Supply and Erecting steel tubular swaged pole 139.7 x114.3 x 88.9 mm dia with

4.5x3.65x 3.25 mm thickness (5+2+2 mtr) length respectively and total 9 mtrs

long as per IS 2713 (part II) complete erected duly painted with two coats of red

Oxide paint and two coat of silver paint.

Supply and Erecting ISI mark G.I Pipe pole B Grade 75/80 mm dia .6 mtr long

10 NS-8 complete with M.S/ C.I base plate of size 30 x 30 x 0.6 cm welded at the bottom Each 12.00 14275.70 171308.40

and duly painted with two coat of silver paint.

Supply of PVC insulated, XLPE aluminum armoured cable of 1.1 KV grade with

mark complete as required for following size.

Supplying and fixing totally enclosed out door type Dust and vermin proof CG

Box with front openable hinged type door and locking arrangement of size

800mm X 550mm X 200mm (deep) made out of 1.60mm thick MS sheet,

providing and fixing 4 Nos. control cassets ( Each suitable for mounting of one

No. ballast, one No. Ignitor, one No. condensor, One No. SPMCB and One No.multi

way terminal block) fabricated out of 1.6 mm thick MS sheet of welded

construction including 1.6 mm MS sheet horizontal partition with necessary

clamps suitable for holding 4 Nos. control cassets and fixing of ballst, ignitor and

condenser and providing and fixing 4 Nos. "C" class 6 Amp SPMCB-2 Nos.

Alluminium busbars, drilling holes on the clamps and busbars including

connections, interconnections with 2.5 sq.mm PVC insulated FRLS copper wire

and making connection between the loop box and the CG box with 2 X 4 sq.mm

copper conductor cable, i/c primer, painting, earthing including providing

necessary ventilators with brass wiremesh and water proof gasket,clamps and

nut-bolts complete etc. as required as per specification.

Supply, Installation, Testiong and Commissioning of floor mounted type, dust and

vermin proof SUB-FEEDER PILLAR with Aluminium bus bars on the angle iron

frame structure having front and back openable double (2 fold) door with locking

arrangements of overall size 1400 mm X 750 mm X 500 mm (deep) fabricated

from 2 mm thick MS sheet (with front and back tapered drip proof top fabricated

from 3 mm thick MS sheet) having 50 mm X 50 mm X 6mm angle iron frame at

the bottom and 1800 mm long 50mm X 50 mm X 6 mm angle iron legs, stiffening

the feeder pillar with suitable size MS angle/flat iron. Providing and fixing the

following mountings complete with detachable gland plate, sepatator, insulators

for fixing bus bars, connections, interconnections with adequate size of copper

cables and lugs / thimbles including painting with one coat of approved quality

anti-corrosive primer and two coats of superior quality aluminium paint of

approved brand and shade suitable for operation in 415 Volt, 50 Hz, 3-Phase 4-

Wire A.C. supply .

SL. DSR RATE DSR AMOUNT (RS.)

DESCRIPTION OF ITEM UNIT QTY. NS Rate NS AMOUNT (RS.)

The 4-legs of the above sub-feeder pillar is to be grouted in cement concrete

1:3:6 (1 Cement : 3 Coarse Sand:6 Graded Stone aggregate 40 mm nominal size)

foundation of size 500 mm X 500 mm X 500 mm below the ground level and 200

mm X 200 mm X 1050 mm height above ground level and 125 mm thick brick

masonary wall on 3 sides in and above the filled ground level of approximate

height of 750 mm to cover the cable including plastering and neat finishing etc.

complete as required as per specification .

125 amp TPN Front operatable DIN Type SDFU in sheet steel enclosure with HRC

a). Fuses. - 2 Nos.

125 amp, 4 pole ,415 volt,MCCB having breaking capacity 50 KA with adjustable

b). electronuc trip release. - 1 Nos.

c). Ammeter of suitable range (Digital type ) with suitable CTs-1 No.

d). Voltmeter 0-500 v (Digital type ) -1 No.

e). Phase indicating Lamps - 1 Set

f). HRC Backup fuses -1 set

Set - 200amp. TPN 450 mm long 4- strip Electrolytic aluminium busbar suitable

35 KA Fault level covered with colour coded pvc sleeve.

3 No. 32 amp. 3 pole MCCB 25 KA rating with adjustable type thermo -magnetic

1 no. MV Danger notice plate of 200mm x150mm made of mild steel at least

thick and vitreous enamled white on both side and inscreption in single red

colour on front side.

(The feeder pillar should be properly ventilated by making ventilators i/c brass

mesh on both side with cover).

SUM STREET LIGHT 709382.16 1255977.33

TOTAL SUM 1965359.49