estimate of duct for ofc

8/10/2019 Estimate of Duct for OFC

1/12

PCC 1:2.5:5

1 E/W 1 CUM

2 PCC 1:3:6 1 CUM

3 PCC 1:2.5:5 2 CUM

2 CUM

CUM

DEDUCTION:-2

NET QTY. CUM

4 P/L RCC 1:1.5:3

1 CUM

Executive Engineer

Nalagarh Division

HPPWD Nalagarh

0.15

0.60

0.40

TYPICAL SECTION OF RCC DUCT ALONGWITH C.C. CHAMBER FOR LAYING OF OFC BY VARIOUS TELECOM AGENCIES

1.60 1.60 1.20 3.07

1.60

0.

20

0.

90

0.

20

DETAIL OF QTY. FOR ONE CHAMBER

CUM

0.9 0.2 1.00 0.36

0.113

1.60 1.60 0.15 0.38

1.30 0.20 1.00 0.52

0.77

1.30 1.30 0.10 0.17

0.88

3.14 0.30 0.20

CC 1:3:6

500 MM DIA HUME PIPE 500 MM DIA HUME PIPE


2/12


3/12

S.No. Description of Item No Length Breadth Height Qty

1 Excavation of earth work and disposal of

all excavated earth upto a lead of 20

mtr. and lift upto 1.50 mtr

PCC Chambers 18 3.07 55.26

Excavation for pipes

0/0 to 4/200

4200-(18X0.90)= 4183.80 MTR. 1 4183.80 0.60 1.00 2510.28

Total 2565.54

cum

2 P/L PCC 1:3:6 18 0.38 6.84

Total 6.84

cum

3 P/L PCC 1:2.5:5 18 0.77 13.86

Total 13.86

cum

4 P/L RCC 1:1.5:3 18 0.17 3.06

Total 3.06

cum5 Providing tor steel reinforcement

3.06 cum @ 90 kg/ cum 3.06 90.00 275.40

kg

Total 275.40kg

or 0.275 MT

6 P/L Hume pipe 500 mm dia with 1st

class bedding

0/0 TO 4/0

4000-(17X0.90)= 3984.70 MTR. 1 4183.80 4183.80

Total 4183.80

Rmt

7 P/L WBM G-I

0/0 to 1/0 1 1000 0.60 0.10 60.00

On T-junctions 12 10.00 0.60 0.10 7.20

Total 67.20

8 P/L WBM G-II cum

0/0 to 1/0 1 1000 0.60 0.08 45.00

On T-junctions 12 10.00 0.60 0.075 5.40

Total 50.40

cum

9 P/L WBM G-III

0/0 to 1/0 1 1000 0.60 0.08 45.00

On T-junctions 12 10.00 0.60 0.075 5.40

Total 50.40

cum

(qty as per drawing attached)

DETAIL OF MEASUREMENT

NAME OF WORK:- PROVIDING RCC HUME PIPE DUCT 500 MM DIA ALONGWITH CC CHAMBER FOR

LAYING OF OFC BY VARIOUS TELECOM AGENCIES ON BADDI SAI RAMSHEHAR ROAD IN KM. 0/0 TO

4/200





4/12

S.No. Description of Item No Length Breadth Height Qty

1 2 3 4 5 6 7

10 P/A tack/priming coat @1kg/sqm

On T-junctions 12 10.00 0.60 72.00

0/0 to 1/0 1 1000 0.60 600.00

Total 672.00

sqm

11 P/L bitumen macadamOn T-junctions 12 10.00 0.60 0.05 3.60

0/0 to 1/0 1 1000 0.60 0.05 30.00

Total 33.60

cum

12 2 cm consolidated thick premix

carpet

On T-junctions 12 10.00 0.60 72.00

0/0 to 1/0 1 1000 0.60 600.00

Total 672.00

sqm

13 Providing seal coatcarpet

On T-junctions 12 10.00 0.60 72.00

0/0 to 1/0 1 1000 0.60 600.00

Total 672.00

sqm


5/12

.No DESCRIPTION OF ITEMS Rates Unit Amount Rates Am

1 Earthwork in excavation for structures as per drawing and technicalspecifications Clause 305.1 including setting out, construction of shoring and

bracing, removal of stumps and other deleterious material and disposal upto a

lead of 50 m, dressing of sides and bottom and backfilling in trenches with

excavated suitable material. Ordinary soils2565.54 cum 128.15 Cum 328774 21.45

2 Providing concrete for plain/reinforced concrete in open foundations completeas per drawings and technical specifications Clause 802, 803, 1202 & 1203(

P.C.C grade M 10) (1:3:6) 6.84 cum 2928.35 Cum 20030 346.10

3 Plain/reinforced cement concrete in substructure complete as per drawingsand technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

(P.C.C grade M 15) 13.86 cum 2,997.70 Cum 41548 346.10

4 Providing concrete for plain/reinforced concrete in open foundations completeas per drawings and technical specifications Clause 802, 803, 1202 & 1203

(R.C.C. grade M 25 1:1/1/2:3) 3.06 cum 3,949.40 Cum 12085 367.05

5 Supplying, fitting and placingTMT bar reinforcement in foundation complete asper drawings and technical specifications Clauses 1000 and 1202

0.275 MT 64142.8 MT 17639 1,376.80

6 Laying Cement Concrete Pipe NP2 (burried conduits) on first class bedding ofgranular material including fixing collar with cement sand mortar 1:2 but

excluding excavation, protection works, backfilling, concrete and masonarywork in head wall and parapets

4183.8 Rmt 756.30 Rmt 3164208 21.45

7 Providing laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform

thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages

to proper grade and camper applying and brooming, stone screening /binding

materials to fill-up the interstices of coarse aggregate, watering and compactly

to the required density grading-I as per Technical Specification Clause 405

(four hundred five) (A) By Manual Means, including carriage of all labour,

equipments and materials to various locations through all modes of

transportation in all leads, lifts and all incidental charges.

67.2 cum 957.75 Cum 64361

Total carried over

3648645 1

Labour Ra

ABSTRACT OF COST

Quantity

AME OF WORK:- PROVIDING RCC HUME PIPE DUCT 500 MM DIA ALONGWITH CC CHAMBER FOR LAYING OF OFC BY

ARIOUS TELECOM AGENCIES ON BADDI SAI RAMSHEHAR ROAD IN KM. 0/0 TO 4/200

Through Rate


6/12

.No

.

DESCRIPTION OF ITEMS Rates Unit Amount

(Rs.)

Rates A

3648645





to the required density grading-II as per Technical Specification Clause 405




50.40 cum 1,015.70 Cum 51191.28





to the required density grading-III as per Technical Specification Clause 405




50.40 cum 995.50 cum 50173.2

10 Providing and applying primer coat with bitumen VG-10 on prepared surface ofgranular base including cleaning of road surface and spraying primer at therate of 10 kg/10 sqm using mechanical means as per Technical Specification

Clause 502 (five hundred two) , including carriage of all labour, equipments

and materials to various locations through all modes of transportation in all

leads, lifts and all incidental charges.

672.00 Sqm 70.05 sqm 47074

Total carried over 3797083

Quantity


7/12

.No

.

DESCRIPTION OF ITEMS Rates Unit Amount

Rs.

Rates A

3797083 1

11 Providing and laying bituminous macadam with hot mix plant using crushedaggregates of grading as per Table 500.4 premixed with bituminous binder,

transported to site upto a lead of 1000 m laid over a previously prepared

surface with paver finisher to the required grade, level and alignment and

rolled to achieve the desired compaction as per Technical Specification 33.60 cum 5,882.75 cum 197660

12 Providing and Laying and rolling of open graded premix carpet 20 (twenty)millimeters thickness composed of 13.2 mm to 5.6 mm (thirteen point two

millimeters to five point Six millimeters) aggregates either using penetration

grade bitumen S-Ninety (S-90) to required line, grade and level to serve as

wearing course on a previously prepared base, including mixing in a suitable

plant, laying and rolling with a three wheel 80-100 kN( Eighty to one hundred

kN) static roller capacity, finished to required level and grades to be followed

by seal coat of type B as per Technical Specification Clause 508 (Five

hundred Eight), including carriage of all labour, equipments and materials to

various locations through all modes of transportation in all leads, lifts and all

incidental charges. 672.00 Sqm 125.20 sqm 84134

13 Providing and laying seal coat sealing the voids in a bituminous surface laid tothe specified levels, grades and cross fall using TypeA, TypeB and Type -

C as per Technical Specification Clause 510 (five hundred ten) By Manual

Means, bitumen S-Ninety (S-90), including carriage of all labour,


transportation in all leads, lifts and all incidental charges. 672.00 Sqm 47.30 sqm 31786

Total 4110664 1Add @ 20% Labour Enhancement Rs. 180248/- 30,688

Add extra cost of material as per annexure 'B' 538810

Add extra cost of carriage material as per annexure 'A' 386936

5067098

Add 3% contingency charges 152012.93

GRAND TOTAL 5219110

say Rs 52.19 lacs

Executive Engineer

Nalagarh Division

HPPWD Nalagarh

Quantity


8/12


9/12

64,142.80


10/12

S NO DESCRIPTION OF ITEMS QTY UNIT MARKET RATE AMOUNT

1 CEMENT 6.19 MT 5900 36521

2 SAND 15.18 CUM 525 7970

3 AGGRGATE 40 mm & Below 73.19 CUM 725 53063

4 TOR STEEL 294 KG 48 14112

5 G-I 89.37 CUM 780 69709

6 G-II 67.03 CUM 800 53624

7 G-III 67.03 CUM 850 56976

8 BITUMEN 5.07 MT 44500 225615

9 RCC Hume Pipe 500 MM dia 4183.8 RMT 700 2928660

TOTAL 3446248

EXTRA COST OF MATERIALNAME OF WORK:- PROVIDING RCC HUME PIPE DUCT 500 MM DIA ALONGWITH CC CHAMBE

AGENCIES ON BADDI SAI RAMSHEHAR ROAD IN KM. 0/0


11/12

ANNEXURE-B

S. No. Description of Items

HPSR 2009 AMOUNT DIFFERENCE 1 PCC 1:3:6 (40 mm nominal size) 6.84 cum

4900 30331 6190

300 4554 3416 2 PCC 1:2.5:5 (20 mm nominal size) 13.84 cum

440 32204 20859

45 13230 882 3 PCC 1:1.5.:3 (20 mm nominal size) 3.06 cum

400 35748 33961

430 28823 24801 4 PROVIDING TOR STEEL 0.28 MT

440 29493 27482

43940 222776 2839 5 PROVIDING 500 MM HUME PIPE 4183.80 RMT

600 2510280 418380

6 P/L WBM G-I 67.20 CUM

2907439 538810 7 P/L WBM G-I 50.40 CUM

8 P/L WBM G-I 50.40 CUM

9 P/A TACK COAT 672.00 SQM

Executive Engineer 10 BM 50 MM THICK 33.60 cum

Nalagarh Division

HPPWD Nalagarh 11 2 CM PC 672.00 SQM

12 SEAL COAT 672.00 SQM

TOTAL

C

NAME OF WORK:- PROVIDING RCC HUME PIPE DUCT

AGENCIES ON BAD

Unit

FOR LAYING OF OFC BY VARIOUS TELECOM

TO 4/200


12/12

Sand C.A. 40

mm &

cement BITUMEN G-I G-II G-III RCC PIPES

500 MM

STEEL

3.215 6.088 30.10

6.505 12.318 69.20

1.438 2.723 24.48

0.294

1743

89.376

67.032

67.032

672

33.60 2956.8

19.44 981.12

4.032 456.96

15.190 74.169 123.78 5066.88 89.376 67.032 67.032 1743 0.294

CUM CUM BAGS KG CUM CUM CUM NOS MT

6.19 MT 5.07 MT

MT

ONSUMPTION OF MATERIAL

00 MM DIA ALONGWITH CC CHAMBER FOR LAYING OF OFC BY VARIOUS TELECOM

DI SAI RAMSHEHAR ROAD IN KM. 0/0 TO 4/200

Consumption of material

estimate of duct for ofc

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