Construction of External Services like Road, Drain, Sever Line Water Supply and 33 Kva. Service Connection works

GENERAL ABSTRACT OF COST

S.NO. DESCRIPTION AS PER DSR 2018

6.0 Electrical Service Connection Work 0.00 46,97,554.00

SHUBHAM Digitally signed by

GOEL 12:06:44 IST

BILL OF QUANTITIES

SL No. ITEMS UNIT QTY Rate Amount

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm on plan) including

dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil. cum 233.00 157.50 36697.50

Providing and laying in position cement concrete of specified

2 4.1 grade excluding the cost of centering and shuttering - All work

up to plinth level

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

40 mm nominal size)

Preparation and consolidation of sub-grade with power road

roller of 8 to 12 tonne capacity after excavating earth to an

average of 22.5cm depth, dressing to camber and

consolidating with road roller including making good the

undulations etc. and re-rolling the sub-grade and disposal of

surplus earth lead upto 50 mtr.

Extra for compaction of earth work in embankment under

4 16.2 optimum moisture conditions to give at least 95% of the Cum 233.00 10.15 2364.95

maximum dry density

5 16.3 Supplying and stacking at site:

16.3.1 90 mm to 45 mm size stone aggregate. Cum 50.00 1310.45 65522.50

16.3.2 63 mm to 45 mm size stone aggregate. Cum 50.00 1348.20 67410.00

16.3.3 53 mm to 22.4 mm size stone aggregate. Cum 50.00 1354.00 67700.00

16.3.6 Stone screening 13.2 mm nominal size (Type A). Cum 17.40 1558.15 27111.81

Laying, spreading and compacting stone aggregate of specified

sizes to WBM specifications in uniform thickness, hand picking,

rolling with 3 wheeled road / vibratory roller 8-10 tonne

6 16.4 capacity in stages to proper grade and camber, applying and Cum 184.80 425.05 78549.24

brooming requisite type of screening / binding material to fill

up interstices of coarse aggregate, watering and compacting to

the required density .

Supplying, stacking and Spreading 6 mm thick red bajri,

7 16.6 watering and rolling complete including preparation of the

surface and rolling.

16.6.1 With road roller/ hand roller Sqm 620.00 14.90 9238.00

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

8 5.22 cutting, bending, placing in position and binding all complete

upto plinth level.

5.22.6 Thermo-Mechanically Treated bars kg 3100.00 83.5 258850.00

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

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

required slope and camber in panels as required including

consolidation finishing and tamping complete.

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 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 needle and surface

vibrators, levelling to required slope/ camber, finishing with

required texture, 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 to be paid

separately). Note:- Cement content considered in M-30 is @

340 kg/cum. Excess/ less cement used as per design mix is

payable/ recoverable separately.

Cement concrete manufactured in automatic batching

plant (RMC plant) i/c transportation to site in transit mixer

Extra for providing and mixing hardening compound of

12 16.44 approved quality litre 220.00 50.85 11187.00

as per manufacturer’s specification in cement concrete.

Providing and fixing in position pre-moulded joint filler in

Providing and laying in position bitumen hot sealing compound

for expansion joints etc.

16.46.1 Using grade ‘A’ sealing compound. 780.00 3.30 2574.00

Providing and laying at or near ground level factory made kerb

stone of M-25 grade cement concrete 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 (thickness ofjointsexcept at sharp curveshall

not to more than 5mm), including making drainage opening

whereverrequired complete etc. as per direction of Engineer-in-

charge (length offinished kerb edging shall be measured for

payment).(Precast C.C. kerb stone shall be approved by

Engineer-in-charge). cum 5295.90

Providing and laying factory made chamfered edge Cement

Concrete paver blocks in footpath, parks, lawns, drive ways or

light traffic parking etc, of required strength, thickness & size/

shape, made by table vibratory method using PU mould, laid in

required colour & pattern over 50mm thick compacted bed of

15 16.91 sand, compacting and proper embedding/ laying of inter

locking paver blocks into the sand bedding layer through

vibratory compaction by using plate vibrator, filling the joints

with sand and cutting of paver blocks as per required size and

pattern, finishing and sweeping extra sand. complete all as per

direction of Engineer-in-Charge.

60mm thick cement concrete paver block of M-35 grade with

approved colour, design & pattern.

Total Amount- 5939881.00

Total Amount- 5939881.00

DRAIN WORKS (B)

SL No. DSR NO. ITEMS UNIT QTY Rate Amount

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil. Cum 124.80 157.50 19656.00

Providing and laying in position cement concrete of specified

2 4.1 grade excluding the cost of centering and shuttering - All work

up to plinth level :

1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40

mm nominal size)

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

bricks of class designation 7.5 in foundation & plinth in:

a) 6.1.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 52.00 4677.25 243217.00

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a

floating coat of neat cement.

a) 13.9.1 12 mm cement plaster Sqm 416.00 226.10 94058.00

Providing and fixing factory made precast RCC perforated drain

covers, having concrete of strength not less than M-25, of size

1000 x 450x50 mm, reinforced with 8 mm dia four nos

longitudinal & 9 nos cross sectional T.M.T. hoop bars, including

providing 50 mm dia perforations @ 100 to 125 mm c/c,

including providing edge binding with M.S. flats of size 50 mm

mm x 1.6 mm complete, all as per direction of Engineer-in-

TOTAL SCHEDULE ITEM 686179.00

SL No. DSR NO. ITEMS UNIT QTY Rate Amount

SEWERAGE & DRAINAGE

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

coarse sand :10 graded stone aggregate 40 mm nominal size)

all-round S.W. pipes including bed concrete as per standard

19.2.2 150 mm diameter S.W. pipe/RCC NP2 Mtr 120.00 724.70 86964.00

19.2.4 250 mm diameter S.W. pipe/RCC NP2 Mtr 10.00 977.00 9770.00

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

2 19.6 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. complete :

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

cement: 4 coarse sand) RCC top slab with 1:2:4 mix (1

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

nominal size), fondation concrete 1:4:8 (1 cement: 4 coarse

sand: 8 graded stone aggregate 40 mm nominal size) inside

3 19.7 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 aggregated 20 mm nominal size)

finished with a floating coat of neat cement complete as per

standard design.

Inside size 90 x 80 cm and 45 cm deep including CI cover with

frame (medium duty ) 455 X 610 mm internal diameter, total

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

the cover 23 kg and weight of frame15 kg).

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

designation 7.5

Constructing brick masonary circular manhole 0.91 mm

internal dia at bottom and 0.56 m dia at top in cement mortar

1:4 (1 cement:4 coarse sand), inside cement plaster 12mm

thick with cement mortar 1:3 (1 cement:3 coarse sand)

finished with a floating coat of neat cement, foundation

4 19.9 concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone

aggregarte 40 mm 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

0.91m deep with SFRC cover and frame (Heavy duty HD-20

grade designation) 560 mm internal diam conforming to

IS:12592, total wt of cover and frame to be not less than 182

kg fixed in cement mortar 1:2:4 (1 cement: 2 coarse sand: 4

graded stone aggregated 20 mm nominal size) including

centring shuttering all complete (excavation, foot rests and 12

mm thick cement plaster at the external surface shall be paid

for separately).

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

designation 7.5

Extra depth for circular type manhole 0.91 internal dia (at

bottom) with beyond 0.91m to 1.67m.

19.10.1 With FPS bricks class designation 75 Mtrs 0.50 4842.40 2421.20

Providing orange colour safety foot rest of minimum 6 mm

thick plastic encapsulated as per IS : 10910, on 12 mm dia

steel bar conforming to IS: 1786, having minimum cross

section as 23 mmx25 mm and over all minimum length 263

mm and width as 165 mm with minimum 112 mm space

between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate

6 19.16 anchoring projections on tail length on 138 mm as per Each 15.00 311.60 4674.00

standard drawing and suitable to with stand 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 30x20x15 cm

cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as per

TOTAL FOR SEWERAGE & DRAINAGE 210323.00

Earth work in excation over areas (excluding 30cm in depth,

1.5 in width as well as 10 sq.mt in plan) including disposal of

excavated earth lead upto 50m and lift upto 1.5 m disposed

earth to be levelled and neatly dressed.

2.6.1 All kind of soil Cum 13.50 155.60 2100.60

Excavating trenches of required width for pipes, cables, etc.

including excavation for sockets and refessing of sides,

ramming of bottom depth upto 1.5m including getting out the

2 2.10 excavated soil, and then returning the soil as required in layers

not exceeding 20mm in depth including consolidating earth

deposited layer by ramming, watering etc. and disposing of

surplus excavated soil as directed within a lead of 50m.

2.10.1 All kinds of soil

Pipes cables etc exceeding 80mm dia but not exceeding

Filling available excavted earth (excluding rock) in trenches,

plinth sides of foundations etc. in layet not exceeding 20 cm in

depth consolidation earth deposited layer by ramming and

watering lead upto 50m and lift upto 1.5m

TOTAL FOR EARTH WORK 29685.00

EXTERNAL WATER SUPPLY

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

including trenching and refilling etc.

18.12.6 50 mm dia nominal bore metre 20.00 399.50 7990.00

18.12.7 65 mm dia nominal bore metre 10.00 524.25 5242.50

18.12.8 80 mm dia nominal bore metre 5.00 637.05 3185.25

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

approved quality (screwed end) :

18.17.4 50mm nominal bore each 2.00 750.75 1501.50

Providing and fixing C.I. sluice valves (with cap) complete with

3 18. 31 bolts, nuts, rubber insertions etc. (the tail pieces if required will

be paid separately) :

18.31.1 100 mm diameter

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

4 18. 33 graded stone 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 :

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

18.33.1 class designation 7.5 each 1.00 6,754.30 6754.30

Constructing masonry Chamber 90x90x100 cm inside, in brick

work in cement mortar 1:4 (1 cement : 4 coarse sand) for

sluice valve, with C.I. surface box 100 mm 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 aggregate 20 mm 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 :

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

designation 7.5

Painting G.I. pipes and fittings with two coats of anti-corrosive

bitumastic paint of approved quality :

18.40.6 50 mm diameter pipe metre 20.00 14.15 283.00

18.40.7 65 mm diameter pipe metre 10.00 17.45 174.50

18.40.8 80 mm diameter pipe metre 5.00 20.25 101.25

Providing and filling sand of grading zone V or coarser grade all-

round the G.I./CPVC pipes in external work

18.41.6 50 mm diameter pipe metre 20.00 74.45 1489.00

18.41.7 65 mm diameter pipe metre 10.00 117.50 1175.00

18.41.8 80 mm diameter pipe metre 5.00 121.10 605.50

Providing and fixing C.I. double acting air valve of approved

8 18. 59 quality with bolts, nuts, rubber insertions etc. complete (The

tail pieces, tapers etc. if required will be paid separately):

External water supply from UGT 56089.00

Total For PHE Work- 296097.00

STREET LIGHT WORKS ( D)

SL No. NS ITEM ITEMS UNIT QTY Rate Amount

STREET LIGHT & POST TOP LANTERN:

(A) NON-SCHEDULE ITEMS:

Supply of 1.1 KV grade PVC insulated PVC sheathed PVC

aluminium conductor armoured cable conforming to IS:1554

Part-I of the following sizes (Shop drawing of cable layout to be

got aproved by the Engineer-In-Charge prior to purchase).

2 C x 6 Sqmm ( feed from poles to poles) Mtr 200.00 111.00 22200.00

Supply, installation, testing & commissioning of 35W 5700K

Street light. Make:Havells Cat. No. 35W 5700K

ENDURACITYLITEPLATPLUSSL35WLED757SASYBOPC Street

light fitting or existing street light fittings or similar

specifications of other approved make with all accessories

complete as required. (Street Light)

Supply of GI Octagonal Pole 4 mtr. long bottom diameter

130mm, top diameter 70mm, thickness 3mm and base plate

200x200mmx12mm, Foundation bolts 16x450mmx4nos,

3 MR projected bolt length 80 mm, with single arm bracket 1 mtr Each 20.00 7151.00 143020.00

Long or without arm same as existing poles. Long including

6Amp DP MCB inside weather proof DB with necessary wire

from MCB to Light Fittings complete as required.

TOTAL FOR NON-SCHEDULE ITEMS 271720.00

SL No. DSR NO. ITEMS UNIT QTY Rate Amount

Wiring for Circuit / Submain Wiring along with earth wire with

1 1.14 following size of sizes of FRLS PVS insulated copper conductor

single core cable in surface / recessed

Supplying and drawing following sizes of FRLS PVC insulated

2 1.17 copper conductor, single core cable in the existing surface/

recessed steel/ PVC conduit as required.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe etc.

with charcoal/ coke and salt as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess

4 5.18 for loop earthing along with existing surface/ recessed conduit/ Metre 400.00 37.00 14800.00

submain wiring/ cable 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.

Laying of one number PVC insulated and PVC sheathed / XLPE

6 7.5 power cable of 1.1 KV grade of following size in the existing

RCC/ HUME/ METAL pipe as required.

Laying and fixing of one number PVC insulated and PVC

7 7.7 sheathed / XLPE power cable of 1.1 KV grade of following size

on wall surface as required.

7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 20.00 39.00 780.00

Supplying and making end termination with brass compression

gland and aluminium lugs for following size of PVC insulated

and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV

grade as required.

Erection of metallic pole of following length in cement concrete

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

40 mm nominal size) foundation including excavation and

refilling etc. as required.

11.3.1 Above 4.5 metre and upto 6.5 metre Each 20.00 4492.00 89840.00

Providing, laying and fixing following dia RCC pipe NP2 class

(light duty) in ground complete with RCC collars, jointing with

cement mortar 1:2 (1 cement : 2 fine sand) including trenching

(75 cm deep) and refilling etc as required.

Providing and fixing 25 mm X 5 mm copper strip on surface or

in recess for connections etc. as required.

Earthing with GI Earth Plate 600mm*600mmx6mm thick

including accessries alonwith charcoal and and salt complete

Earthing with Cu Earth Plate 600mm*600mmx3mm thick

including accessries alonwith charcoal and and salt complete

Providing and fixing 25 mm X 5 mm copper strip on surface or

in recess for connections etc. as required.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe etc.

with charcoal/ coke and salt as required.

Supplying and fixing following rating, double pole, (single

phase and neutral), 240 V, residual current circuit breaker

16 2.14 (RCCB),having a sensitivity current 30 mA in the existing MCB

DB complete with connections, testing and commissioning etc.

Supplying and making of Outdoor cable jointing kit with cast

17 9.2.23 resin compound including aluminium lugs and other jointing each 4.00 2287.00 9148.00

material 3.5 x 150 Sqmm

TOTAL FOR SCHEDULE ITEMS 1224287.00

TOTAL FOR NON SCHEDULE + SCHEDULE ITEMS 1496007.00

` STEEL WORKS (E)

SL No. DSR NO. ITEMS UNIT QTY Rate Amount

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

40x40x6mm angle iron and 3mm M.S. gusset plates at the

junctions and corners, all necessary fittings complete, including

applying a priming coat of approved steel primer.

Using flats 30x6mm for diagonal braces and central cross

Providing and fixing M.S. Tubular frames for doors, windows,

ventilators and cupboard with rectangular/ L-Type sections,

made of 1.60 mm thick M.S. Sheet, joints mitred, welded and

grinded finish, with profiles of required size, including fixing of

necessary butt hinges and screws and applying a priming coat

of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement

10.15.1 concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 Kg 480.00 137.30 65904.00

coarse sand : 6 graded stone aggregate 20 mm nominal size)

Finishing with Deluxe Multi surface paint system for interiors

3 13.48 and exteriors using Primer as per manufacturers specifications

Painting Steel work with Deluxe Multi Surface Paint to

give an even shade. Two or more coat applied @ 0.90 ltr/

10 sqm over an under coat of primer applied @ 0.80 ltr/

10 sqm of approved brand and manufacture

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

4 10.25 cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works

Steel work in built up tubular (round, square or rectangular

hollow tubes etc.) trusses etc., including cutting, hoisting,

5 10.16 fixing in position and applying a priming coat of approved steel

primer, including welding and bolted with special shaped

washers etc. complete.

10.16.1 Hot finished welded type tubes kg 390.00 134.45 52435.50

TOTAL FOR STEEL WORK- 297720.00

` Electrical Service Connection Work (F)

SL No. DSR NO. ITEMS UNIT QTY Rate Amount

External Electrification 78 No various size plots being

developed joint by M/s. NBCC & M/s JUDICIAL ACADEMY

1 NS Kh.no. SURAJNAGAR Village- Badhbadha having required load

of App.335KW (437.5 KVA) under Ratibad D/c. of O&M Dn.

Bhopal. (As per Technical Specification)

1.1 Sch.- A 11 KV LINE ON H-BEAM with AB Cable 95 Sqmm Job 1 280747.35 280747.35

11 KV CTPT Units Oil Immersed 3 Phase 4 wire, 150/5 Ampsfor

11 KV Energy Audit

11/0.4 KV, 200 KVA BIS certified, EE Level-Ill, OUT DOOR SUB-

STATION (ON H-Beam 13 mtr. long)

11/0.4 KV, 100 KVA BIS certified, EE Level-111, OUT DOOR

SUB-STATION (ON H-Beam 13 mtr. long)

1.5 Sch.- E DTR EARTHING FOR BLACK COTTON SOIL Job 1 65833.30 65833.30

1.6 Sch.- F DTR FENCING IN URBAN AREA Job 1 132462.65 132462.65

LT Underground Line Through PVC insulated PVC sheathed 3.5

core 400 & 240 sqmm Aluminium conductor 1100 Volts Cable

TOTAL FOR STEEL WORK- 4697554.00

TOTAL AMOUNT- 13413438.00

TOTAL AMOUNT- 13413438.00