Construction of P.C.C. Work in various internal narrow street by vaccum dewatering technique (V.D.S.) in Sub Zone-3 area in South West (Athwa) Zone

SR. No. Item Unit Total Qty. Amount

1 Dismantling of structures on roadway,

including disposal of unserviceable material

and utilising the seviceable material free of

cost in permanent works as directed by the

Engineer with all leads and lifts etc.

a) Brick / Stone Masonary Cum 50.00 577.92

b) Plain Concrete Cum 5.00 639.72

c) Reinforced Concrete Cum 5.00 1,110.75

d) Bituminous Pavement Cum 20.00 288.65

e) Non Bituminous Pavement Cum 210.00 155.25

2 Preparation of subgrade with compacting.

levelling and consolidation of subgrade with

mini roller/plate vibrator machine including

watering and filling in depression which

occur during the process. including Sq.m 2600.00 5.03

labour,machinery, equipments required to

execute this item etc. complete as detailed in

tender specification & as directed by

Earth workin charge.

in excavation in all types of

strata other than rock for drains and channels

etc., including dressing of bottom and sides

of trenches, stacking the excavated spoil,

clear from the edge of excavation including

disposal of surplus spoil as directed by the

Engineer with all leads and lifts etc.

4 Raising / lowering manholes to the required

level upto FRL of VDS including all

materials, formwork and with 16 cm thick

M20 CC coping under frames of manhole,

including removing existing manhole frame

cover and fixing existing manhole frame & No. 45 573.66

cover or fresh heavy duty I.S.I. mark RCC

precast manhole frame with cover if

required, curing etc. complete as specified

and as directed.

5 Providing & supplying heavy duty I.S.I.

mark RCC precast manhole frame with cover

at site as per design for circular manhole No. 10 2,294.00

complete. (A) for circular manhole

6 Providing and laying Granular Sub Base

(drainage layer) conforming to Grading V of

Table 400.2 of compacted thickness of

mm with specified graded stone metal and

sand mixed in pugmill and laid with

mechanical means spreading with motor CUM 260.00 1,488.88

grader and compacting with vibratory roller

having minimum 80- 100KN static weight to

achieve desired density of 98% of MDD

including all material, labour, machinery

with all leads and lifts etc., complete.

7 Providing and laying 200 micron plastic

sheet on prepared sub base For V.D.S

Concrete as per instruction of Engg. In

charge etc. complete.

8 Providing & Laying 100 mm thick P.C.C.

(1:4.:8) (1 cement : 4 sand : 8 graded stone

agg. 20mm nominal size) & vaccuum

dewatering technique including floating Cum 190.00 2,769.69

surface with a skim powder floater, curing

9 Providing & Laying 150 mm thick VDS

concrete pavement using M 20 (1:1.5.:3)

(1 cement : 1.5 sand : 3 graded stone agg.

20mm nominal size) & vaccuum dewatering

technique including floating surface with a

skim powder floater, curing etc. complete.

(As per market rate )

10 Suplying & filling fine sand (pana) in

25/75mm (Avg.) compected thick over

the base including necessary

compaction, watering etc.complete. item Cum 40.00 480.00

includes levelling by using vibratory

plaes compacted machine as directed by

engineer in charge.

11 Providing interloking type rubber

moulded cement concrete paver block of

approved shape, design & colour having

60mm thickness (M-35) fixing on fine

sand bedding. Item includes levelling by

using vibratory plates compacted

machine. Item also includes all

materials, labours, equipments, tools

plants, watering. cleaning etc. complete.

Without colour sqm 725.00 524.00

WIth colour sqm 145.00 524.00

12 Providing and laying cement concrete

Precast kerb/ cast- in-situ kerb in M-20

grade concrete as per drawing

purchased from SMC's approved

Manufacturer' if precast kerb laying and

as directed by Engineer with all leads,

lifts etc. complete. RM 50.00 380.00

size M-20 grade pre cast Kerbs for

Fixing at edge of PQC as per

drawing and as directed by Engineer

with all leads, lifts

13 Providing, Laying and jointing on true

line and level UPVC pipe (SCH-40) line

of Prince/Supreme/Jain/

Astral/Tulsi/Finolex make including

fittings make or equivalent as approved

by angineer-in-charge. Pipe shall be

fixed on the wall the help of clamp at

every two meter C/C or shall be

concealed as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost of

14 Providing and fixing brass ferrule of

approved make of following sizes

inclusive of all taxes, insurance,

transportation etc. complete.

15 Excavation for pipe line trenches for

water supply, sewerage line, manhole

etc. all with shoring and struting if

required as per required gradient and

including safety provisions using site

rails and stacking excavated stuff

including up to all required lead cleaning

the site etc. complete for all lifts and

strata as specified.

In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. depth from G.L. Cum 40.00 102.35

16 Providing , Carting, Conveying, Stacking,

Lowering, Laying and Jointing of ISI

Standard R.C.C.pipesconforming to

relevant IS Code & marked on it in

standard lengths of following class and

diameter suitable for either collar joints

or rubber ring joints including all taxes,

insurance, transportation, freight

charges, octroi, inspection charges,

loading, unloading, 12 conveyance to

departmental stores, stacking etc.

Note: One rubber ring should be

supplied with each full

length socketed pipe, cost included in

(B) 250 mm dia (NP3 Class) RM 20.00 638.55

(C) 300 mm dia (NP3 Class) RM 0.00 808.85

17 Providing & construction simple chamber

of 23 cm. th' B.B. Masonary in C.M1:5

with cement plaster 15 mm th' in C.M.

1:3 inside & outside to exposed

faces, R.C.C. top slab with 1:2:4 mix (

cement: 2 Sand : 4 Grade stone

aggregate 20mm size) ,Foundation No. 20.00 2,932.93

concrete 1:5:10 & fixing C.I. cover with

frame to be not less than 38 kg. On top

etc. comp. Inside dimension,455 x

610 mm &450 mm deep for single pipe

Extra for every additional depth of 0.1 mt

beyoung 0.45 mt

A) Same as above but Precast RCC

heavy duty Cover instead of C.I. Cover No. 20.00 2,681.76

18 Providing & Fixing U-PVC pipe (SWR)

confirming to IS

no. 13592 (Type "B") of Prince/

Supreme/ Jain/ Astral/

Tulsi/Finolex make for soil and waste

discharge system

at all floor levels incl. All fixtures like

bends, tees, shoe

etc. jointed with resin of approved brand

etc. comp. (M.R.)

19 Providing & laying in trenches

galvanized mild steel tubes (medium

grade) TATA / ZENITH / ASIAN /

JINDAL MAKE of the following nominal

bore & tube fittings etc. comp.

20 5 to 7 mm deep groove cutting at vds

concrete pavement incl. etc complete

Executive Engineer

South West (Athwa) Zone