BID DOCUMENTS FOR VARIOUS DEVELOPMENTS WORKS IN BALASINOR NAGARPALIKA AREA BALASINOR. DIST MAHISAGAR. UNDER JILLA AYOJAN MANDAL-(15 PERCENT VIVEKADHIN JOGVAI GENERAL YOJANA-2025-2026).SECOND ATTEMPT)

Total Amount Rs.

Note : 4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Contractor Chief Officer

Balasinor Nagarpalika

BALASINOR MUNICIPALITY BALASINOR

BALASINOR MUNICIPALITY BALASINOR

BALASINOR WATER SUPPLY SCHEME FROM

ESTIMATE FOR PROVIDING,SUPPLYING AND LOWERING LAYING PVC WATER LINE NEAR HADKAI

MATA'S MANDIR TOWARDS ROAD (VAGRIVAAS-JINN ROAD)AT BALASINOR.

Quantity Description Rate Unit Amount

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring fit

joint including cost of rings, as per IS specification no.

4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading,

unloading, conveyance to the departmental stores and

including cost of jointing meterial etc. complete. Note : (1)

One coupler / ring shall be provided with each full length pipe

cost of which is included in rates below. (2) 3% (Three)

Discounted rate to be consider for Coupler jointed pipe(3)

Rate for PVC Resin as Rs. 91739/mt. (Price Without GST)

3.1.D Test Pressure 10 Kg/cm2

(I) With Excise Duty

459.00 Rmt. 90mm Dia PVC 213.00 Rmt.

Providing at store or a site of work incl. freight, loading,

unloading, stacking insurance, & all taxes etc. complete.

1) P.V.C Specials with ISI Mark

PVC Tail Piece with -Flange (ISI) Heavy Duty (Moulded)

2.00 Nos. 90mm Dia 236.00 Nos.

PVC Tee (Moulded)

4.00 Nos. 90 x 90mm Dia 324.00 Nos.

PVC Elbow (Moulded)

3.00 Nos. 90mm Dia 216.00 Nos.

PVC Bend 90˚ (Moulded)heavy

2.00 Nos. 90mm Dia 318.00 Nos.

PVC Reducer (Moulded)

2.00 Nos. 90mm x 75mm 110.00 Nos.

PVC Bend 90˚ (Fabricated) 6.0 kg

1.00 Nos. 90mm Dia 236.00 Nos.

Excavation for pipe line trenches for water supply, sewerage

line, manhole etc. all with shoring and struting if required as

per required gradient and line 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.

A. 'Upto 1.5 mt depth

303.75 Cmt. In all sorts of soil and soft murrum 89.00 Cmt.

SBD SECTION-7.1

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes

and specials of following class and diameter including cost of

conveyance from stores to site of works including cost of

labour, material, except cement solvent, giving satisfactory

hydraulic testing as per ISI code.

450.00 Rmt. 90mm Dia PVC 17.00 Rmt.

Excavation for pipe line trenches for water supply, sewerage

line, manhole etc. all with shoring and struting if required as

per required gradient and line 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.

(d) In Hard rock/or in C.C. 1:2:4 or RCC with blasting,

25.50 Cmt. breaking, chiseling, or by chiseling/breaking only. 372.00 Cmt.

301.00 Cmt. Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

31.00 Cmt. Providing & casting in situ C. C. in grade M-15

(approx.corresp.to prop. 1:2:4) (proportions as per mix design

or as per Table 9 of IS 456-2000 in masses by weigh

batching) using granite, quartzite trap metal of size 6 mm to

20mm for RCC work, incl. scaffolding cenetring, from work,

needle vibrated consolidation, curing etc.complete up to

metre depth of height (excl.cost of reinforcement and neat

finishing) with centering & shuttreing/deshuttering etc.

complete for structure for other than water retaining. 5441.80 Cmt.

1.00 Nos. Labour charges for repairing of leakage in PVC pipeline for

following diameter at different places including necessary

excavation manually or by machinery, removing mud,

dewatering, cleaning of pipe and leakage portion and

repairing by Inserting lead wool including tools required for

inserting lead wool, hiring charges of excavation,

hydra/Crane, dewatering set, fuel, operator, cost of lead wool

etc complete (including all material but excluding cost of pipe)

Add :18% GST Charge

Add :- 1% Q.C. Charge

Add 3 % Contengency Charges.

SBD SECTION-7.1

BALASINOR MUNICIPALITY BALASINOR

BALASINOR WATER SUPPLY SCHEME FROM

ESTIMATE FOR PROPOPSED WATER SUPPLY PIPE LINE AND C.C. OTTA & FRAME-COVER AND BORE MOTOR

WORK AT DAFTARI SHERI OPP. DARJIVAAD NEAR EXISTING KUVA (DAFATARI SHERI VISTAR) AT BALASINOR.

Quantity Description Rate Unit Amount

For PVC Pipe Line

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring fit joint

including cost of rings, as per IS specification no. 4985/1988

including all local and central taxes, transportation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to the departmental stores and including cost of

jointing meterial etc. complete. Note :(1) One coupler / ring shall

be provided with each full length pipe cost of which is included in

rates below. (2) 3% (Three) Discounted rate to be consider for

Coupler jointed pipe(3) Rate for PVC Resin as Rs. 91739/mt

(Price Without GST)

3.1.D Test Pressure 10 Kg/cm2

(I) With Excise Duty

107.10 Rmt. 63mm Dia PVC 106.00 Rmt.

Providing at store or a site of work incl. freight, loading, unloading,

stacking insurance, & all taxes etc. complete.

1) P.V.C Specials with ISI Mark

PVC Tail Piece with -Flange (ISI) Heavy Duty (Moulded)

1.00 Nos. 63mm Dia 158.00 Nos.

PVC Tee (Moulded)

3.00 Nos. 63 x 63mm Dia 125.00 Nos.

PVC Elbow (Moulded)

3.00 Nos. 63mm Dia 77.00 Nos.

PVC Bend 90˚ (Moulded)heavy

2.00 Nos. 63mm Dia 118.00 Nos.

PVC Reducer (Moulded)

1.00 Nos. 75mm x 63mm 83.00 Nos.

PVC Bend 90˚ (Fabricated) 6.0 kg

1.00 Nos. 63mm Dia 89.00 Nos.

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per

required gradient and line 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.

A. 'Upto 1.5 mt depth

26.25 Cmt. In all sorts of soil and soft murrum 89.00 Cmt.

SBD SECTION-7.2

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and

specials of following class and diameter including cost of

conveyance from stores to site of works including cost of labour,

material, except cement solvent, giving satisfactory hydraulic

testing as per ISI code.

105.00 Rmt. 63mm Dia PVC 17.00 Rmt.

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per

required gradient and line 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.

(d) In Hard rock/or in C.C. 1:2:4 or RCC with blasting, breaking,

3.00 Cmt. chiseling, or by chiseling/breaking only. 372.00 Cmt.

26.00 Cmt. Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a radius

47.50 Sqm. Dismentaling tiled of stone floors laid in mortar including stacking

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.(For Paver Block)

6.00 Cmt. Providing & casting in situ C. C. in grade M-15 (approx.corresp.to

prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS

456-2000 in masses by weigh batching) using granite, quartzite

trap metal of size 6 mm to 20mm for RCC work, incl. scaffolding

cenetring, from work, needle vibrated consolidation, curing

etc.complete up to 6 metre depth of height (excl.cost of

reinforcement and neat finishing) with centering &

shuttreing/deshuttering etc. complete for structure for other than

water retaining. 5441.80 Cmt.

For MONO BLOCK PUMP

1.00 No. Providing, Supplying & Fixing Monoset sub. Pump 3 Phase

400/440 vott, 50 c/s. A.C. Supply & 2900 RPM, as per IS

MOC: Casing: CI-FG260, Impeller : Bronze & Shaft : SS :

(Rates exclusive of GST)

Category-SM-2.1, HP-4 , Discharge LPM- 220, Head Meter-22.5 14299.00 No.

35.00 RMT. PVC insulated flat/round submersible copper cables (Rates

exclusive of GST)- PVC Insulated flat submersible cable as per

detailed techincal specification of R/C of GWSSB conforming to IS

B) 1 R x 3 C x 2.5 mm² 58.00 RMT.

1.00 No. DOL / Star Delta starter suitable for local & remote pump control

application consisting of MPCB, overload relay and contactors as

per Type II coordination including digital voltmeter, analogue

ammeter with selector switch, run hour meter, required protective

relays & control accessories.(Control Panel Board) Rates

Exclusive of GST

SBD SECTION-7.2

FOR C.C. TRIMIX OTTA

6.00 Cu.m Providing and laying compacted B.T. Metalling (45 to 63 mm size)

using Stone screening 13.2 mm of 0.16 Cmt./10 Smt. and

Cmt./10 Smt., Stone Dust including spreading in uniform layer,

watering and consolidation by vibratory roller achived the desired

density, as per clause. 404 of M.O.R.T. & H. specification etc.

9.00 Cu.m Providing and laying cement concrete work M-200 1:1.5:3 (1

Cement : 1.5 coarse sand : 3 graded stone aggregates 20mm

nominal size) and curing complete exculding cost of form work

and reinforcement for reinforced concrete work in.(A)

Foundations, footings, base or columns and mass concrete.

60.00 Sqm. Labour charges for concreting with vacume dewatering Technique

(Trimix or equivalent type) including loading, unloading, carting,

companing complete with "C" channelas as per requirement and

labour charges on directed by Engineer-in-charge.

RCC Precast M.H. Frame & Cover Manufacture, Supply &

Delivery at Store or at site of work precast RCC M.200 Frame &

cover Suitable to drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or Flat, curing mold

1.00 No. Frame suitable for 50cm opening of MH 1121.00 No.

1.00 No. Cover suitable for 50cm opening of MH 1173.00 No.

Add :18% GST Charge

Add :- 1% Q.C. Charge

Add 3 % Contengency Charges.

SBD SECTION-7.2

BALASINOR MUNICIPALITY, BALASINOR

ESTIMATE FOR CONSTRUCTION WORK OF DRAINAGE LINE(SEWER LINE) & EXISTING ROADS

REPAIRING WORK FROM BHOIVADA VISTAR-MEHULKUMAR MEHRA HOUSE LINE &

ASHOKBHAI NARANBHAI HOUSE AT BALASINOR.

Qty. Description Total Rate Unit Amount

1 12.49 Demolition and disposal of unserviceable

Cu.m materials with all lead and lift. (i)Lime concrete

2 227.00 Excavation for foundation upto 1.5 m depth

Cu.m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil 198.77 Cu.m

3 224.00 Filling available excavated earth (excluding

Cu.m rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming

and watering. 136.92 Cu.m

4 185.00 Providing laying (to level or slopes) and

Rmt. jointing reinforced concrete Light duty non-

pressure pipes I.S. class NP2 of the following

internal diameter with collars and butt ends

prepared for collar joints including testing of

joints complete.(B) 150mm DIA 257.19 Rmt.

5 10.00 Constructing Manhole with R.C.C. top slab in

Each. 1:2:4 mix (1-cement :2-coarse sand : 4-graded

stone aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-cement : 3- coarse sand :6-

Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1-Cement :

3-coarse sand) finished with a floating coat of

neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-

stone aggregate 20mm nominal size) finished

smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M. deep

including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and

Wt. of frame 64 Kg.)(A) With 230mm thick walls

of brick msonry using brick having crushing

strength not less than 35Kg./ Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B

type depth 1.50 Metre for 150mm diameter

SBD SECTION-7.3

6 30.00 (II) Extra rate for constructing B.B. masonry for

Each. every additional depth of 0.1M. GR Part thereof

over item No.24.27 (I) for depth from 1.50M. to

7 17.00 Providing and laying compacted B.T. Metalling

Cu.m (45 to 63 mm size) using Stone screening

mm of 0.16 Cmt./10 Smt. and 0.08 Cmt./10

Smt., Stone Dust including spreading in uniform

layer, watering and consolidation by vibratory

roller achived the desired density, as per clause.

404 of M.O.R.T. & H. specification etc.

8 20.00 Providing and laying cement concrete work M-

Cu.m 200 1:1.5:3 (1 Cement : 1.5 coarse sand :

graded stone aggregates 20mm nominal size)

and curing complete exculding cost of form work

and reinforcement for reinforced concrete work

in. (A) Foundations, footings, base or columns

and mass concrete.

9 166.50 Labour charges for concreting with vacume

Sqm. dewatering Technique (Trimix or equivalent

type) including loading, unloading, carting,

companing complete with "C" channelas as per

requirement and labour charges on directed by

Engineer-in-charge.

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7.3

BALASINOR MUNICIPALITY BALASINOR

BALASINOR WATER SUPPLY SCHEME FROM

ESTIMATE FOR PROVIDING, SUPPLYING AND LOWERING LAYING PVC WATER LINE NEAR MANDIR CHOWK

TO GIRISHBHAI'S HOUSE (INDIRA NAGAR-BEHIND SARKARI HOSPITAL) AT BALASINOR.

Quantity Description Rate Unit Amount

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring fit joint

including cost of rings, as per IS specification no. 4985/1988

including all local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc.

complete. Note :(1) One coupler / ring shall be provided with each full

length pipe cost of which is included in rates below. (2) 3% (Three)

Discounted rate to be consider for Coupler jointed pipe(3) Rate for

PVC Resin as Rs. 91739/mt (Price Without GST)

3.1.D Test Pressure 10 Kg/cm2

(I) With Excise Duty

107.10 Rmt. 90mm Dia PVC 213.00 Rmt.

Providing at store or a site of work incl. freight, loading, unloading,

stacking insurance, & all taxes etc. complete.

1) P.V.C Specials with ISI Mark

PVC Tail Piece with -Flange (ISI) Heavy Duty (Moulded)

1.00 Nos. 90mm Dia 236.00 Nos.

PVC Tee (Moulded)

2.00 Nos. 90 x 90mm Dia 324.00 Nos.

PVC Elbow (Moulded)

2.00 Nos. 90mm Dia 216.00 Nos.

PVC Bend 90˚ (Moulded)heavy

1.00 Nos. 90mm Dia 318.00 Nos.

PVC Reducer (Moulded)

1.00 Nos. 90mm x 75mm 110.00 Nos.

PVC Bend 90˚ (Fabricated) 6.0 kg

1.00 Nos. 90mm Dia 236.00 Nos.

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line 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.

A. 'Upto 1.5 mt depth

70.88 Cmt. In all sorts of soil and soft murrum 89.00 Cmt.

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and

specials of following class and diameter including cost of

conveyance from stores to site of works including cost of labour,

material, except cement solvent, giving satisfactory hydraulic testing

as per ISI code.

105.00 Rmt. 90mm Dia PVC 17.00 Rmt.

SBD SECTION-7.4

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line 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.

(d) In Hard rock/or in C.C. 1:2:4 or RCC with blasting, breaking,

6.00 Cmt. chiseling, or by chiseling/breaking only. 372.00 Cmt.

71.00 Cmt. Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km.

7.50 Cmt. Providing & casting in situ C. C. in grade M-15 (approx.corresp.to

prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS

456-2000 in masses by weigh batching) using granite, quartzite trap

metal of size 6 mm to 20mm for RCC work, incl. scaffolding

cenetring, from work, needle vibrated consolidation, curing

etc.complete up to 6 metre depth of height (excl.cost of

reinforcement and neat finishing) with centering &

shuttreing/deshuttering etc. complete for structure for other than

water retaining.

1.00 Nos. Labour charges for repairing of leakage in PVC pipeline for following

diameter at different places including necessary excavation manually

or by machinery, removing mud, dewatering, cleaning of pipe and

leakage portion and repairing by Inserting lead wool including tools

required for inserting lead wool, hiring charges of excavation,

hydra/Crane, dewatering set, fuel, operator, cost of lead wool etc

complete (including all material but excluding cost of pipe)

Add :18% GST Charge

Add :- 1% Q.C. Charge

Add 3 % Contengency Charges.

SBD SECTION-7.4

BALASINOR MUNICIPALITY BALASINOR

BALASINOR WATER SUPPLY SCHEME FROM

ESTIMATE FOR PROVIDING, SUPPLYING AND LOWERING LAYING PVC CHATURBHAI MOTIBHAI'S HOUSE TO

VITHALBHAI HADI'S HOUSE (INDIRA NAGAR-BEHIND SARKARI HOSPITAL) AT BALASINOR.

Quantity Description Rate Unit Amount

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring fit joint

including cost of rings, as per IS specification no. 4985/1988

including all local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc.

complete. Note :(1) One coupler / ring shall be provided with each full

length pipe cost of which is included in rates below. (2) 3% (Three)

Discounted rate to be consider for Coupler jointed pipe(3) Rate for

PVC Resin as Rs. 91739/mt (Price Without GST)

3.1.D Test Pressure 10 Kg/cm2

(I) With Excise Duty

96.90 Rmt. 90mm Dia PVC 213.00 Rmt.

Providing at store or a site of work incl. freight, loading, unloading,

stacking insurance, & all taxes etc. complete.

1) P.V.C Specials with ISI Mark

PVC Tail Piece with -Flange (ISI) Heavy Duty (Moulded)

1.00 Nos. 90mm Dia 236.00 Nos.

PVC Tee (Moulded)

2.00 Nos. 90 x 90mm Dia 324.00 Nos.

PVC Elbow (Moulded)

2.00 Nos. 90mm Dia 216.00 Nos.

PVC Bend 90˚ (Moulded)heavy

1.00 Nos. 90mm Dia 318.00 Nos.

PVC Reducer (Moulded)

1.00 Nos. 90mm x 75mm 110.00 Nos.

PVC Bend 90˚ (Fabricated) 6.0 kg

1.00 Nos. 90mm Dia 236.00 Nos.

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line 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.

A. 'Upto 1.5 mt depth

64.13 Cmt. In all sorts of soil and soft murrum 89.00 Cmt.

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and

specials of following class and diameter including cost of

conveyance from stores to site of works including cost of labour,

material, except cement solvent, giving satisfactory hydraulic testing

as per ISI code.

95.00 Rmt. 90mm Dia PVC 17.00 Rmt.

SBD SECTION-7.5

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line 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.

(d) In Hard rock/or in C.C. 1:2:4 or RCC with blasting, breaking,

5.50 Cmt. chiseling, or by chiseling/breaking only. 372.00 Cmt.

64.00 Cmt. Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km.

7.00 Cmt. Providing & casting in situ C.C. in grade M-15 (approx.corresp.to

prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS

456-2000 in masses by weigh batching) using granite, quartzite trap

metal of size 6 mm to 20mm for RCC work, incl. scaffolding

cenetring, from work, needle vibrated consolidation, curing

etc.complete up to 6 metre depth of height (excl.cost of

reinforcement and neat finishing) with centering &

shuttreing/deshuttering etc. complete for structure for other than

water retaining.

1.00 Nos. Labour charges for repairing of leakage in PVC pipeline for following

diameter at different places including necessary excavation manually

or by machinery, removing mud, dewatering, cleaning of pipe and

leakage portion and repairing by Inserting lead wool including tools

required for inserting lead wool, hiring charges of excavation,

hydra/Crane, dewatering set, fuel, operator, cost of lead wool etc

complete (including all material but excluding cost of pipe)

Add :18% GST Charge

Add :- 1% Q.C. Charge

Add 3 % Contengency Charges.

SBD SECTION-7.5

BALASINOR MUNICIPALITY, BALASINOR

ESTIMATE FOR CONSTRUCTION WORK OF C.C. ROAD TOWARDS AMDAVAD MAIN ROAD JOINTS

TO PRAJAPATI VAAS VISTAR ROAD AT BALASINOR.(PART-01)

Qty. Description Total Rate Unit Amount

1 28.13 Demolition and disposal of unserviceable

Cu.m materials with all lead and lift.(i) Lime concrete.

2 37.50 Box cutting the road surface to proper slope and

Cu.m camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as deirected

up to 50 m. lead.

3 45.00 Providing and laying compacted B.T. Metalling

Cu.m (45 to 63 mm size) using Stone screening

mm of 0.16 Cmt./10 Smt. and 0.08 Cmt./10

Smt., Stone Dust including spreading in uniform

layer, watering and consolidation by vibratory

roller achived the desired density, as per clause.

404 of M.O.R.T. & H. specification etc.

4 45.00 Providing and laying cement concrete work M-

Cu.m 200 1:1.5:3 (1 Cement : 1.5 coarse sand :

graded stone aggregates 20mm nominal size)

and curing complete exculding cost of form work

and reinforcement for reinforced concrete work

in. (A) Foundations, footings, base or columns

and mass concrete.

5 375.00 Labour charges for concreting with vacume

Sqm. dewatering Technique (Trimix or equivalent

type) including loading, unloading, carting,

companing complete with "C" channelas as per

requirement and labour charges on directed by

Engineer-in-charge.

6 9.00 Supplying promoulded bituminous joint filler.(iii)

Sqm. 25mm thick

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7.6

BALASINOR MUNICIPALTY, BALASINOR

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF PROPOSED

EXISTING CRIMINATION SHED 4 NOS. CRADEL PURCHASING WORK AT HINDU SAMSAN

NEAR JANSATHI GROUND IN BALASINOR.

Item Qty. Description Total Unit Amount

1 2000.00 Providing and fixing M.S. grills of required pattern

Kgs. to wooden frames of windows etc. with M.S. flats

at required spacings and frame alround, square

or round bars with round headed bolts and nuts or

by screws (A)Plain Grill.

Add : 1% for Quality Control Charges, Rs.

Add : 2% for Contingencies Charges, Rs.

SBD SECTION-7.7

BALASINOR MUNICIPALITY, BALASINOR

ESTIMATE FOR CONSTRUCTION WORK OF DRAINAGE LINE(SEWER LINE) TARAN SAHID WATER

WORKS TO VIJAYBHAI POONAMBHAI VAGHARI HOUSE AMBAJI MANDIR(NAVA PLOT) AT

Qty. Description Total Rate Unit Amount

1 132.50 Excavation for foundation upto 1.5 m depth

Cu.m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil 198.77 Cu.m

2 131.00 Filling available excavated earth (excluding

Cu.m rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming

and watering. 136.92 Cu.m

3 110.00 Providing laying (to level or slopes) and

Rmt. jointing reinforced concrete Light duty non-

pressure pipes I.S. class NP2 of the following

internal diameter with collars and butt ends

prepared for collar joints including testing of

joints complete.(B) 150mm 257.19 Rmt.

4 5.00 Constructing Manhole with R.C.C. top slab in

Each. 1:2:4 mix (1-cement :2-coarse sand : 4-graded

stone aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-cement : 3- coarse sand :6-

Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1-Cement :

3-coarse sand) finished with a floating coat of

neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-

stone aggregate 20mm nominal size) finished

smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M. deep

including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and

Wt. of frame 64 Kg.)(A) With 230mm thick walls

of brick msonry using brick having crushing

strength not less than 35Kg./ Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B

type depth 1.50 Metre for 150mm diameter

sewer.(Circular Manhole)

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7.8

BALASINOR MUNICIPALITY, BALASINOR

ESTIMATE FOR CONSTRUCTION WORK OF DRAINAGE LINE(SEWER LINE) & EXISTING ROADS

REPAIRING WORK FROM MANUBHAI PREMABHAI HOUSE TO JAY PRKASH BALWADI (NAVA

PLOT) AT BALASINOR.

Qty. Description Total Rate Unit Amount

1 60.75 Dismentaling tiled of stone floors laid in mortar

Sq.m including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.(For Paver Block)

2 108.00 Excavation for foundation upto 1.5 m depth

Cu.m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil 198.77 Cu.m

3 106.50 Filling available excavated earth (excluding

Cu.m rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming

and watering. 136.92 Cu.m

4 90.00 Providing laying (to level or slopes) and

Rmt. jointing reinforced concrete Light duty non-

pressure pipes I.S. class NP2 of the following

internal diameter with collars and butt ends

prepared for collar joints including testing of

joints complete.(B) 150mm 257.19 Rmt.

5 4.00 Constructing Manhole with R.C.C. top slab in

Each. 1:2:4 mix (1-cement :2-coarse sand : 4-graded

stone aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-cement : 3- coarse sand :6-

Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1-Cement :

3-coarse sand) finished with a floating coat of

neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-

stone aggregate 20mm nominal size) finished

smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M. deep

including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and

Wt. of frame 64 Kg.)(A) With 230mm thick walls

of brick msonry using brick having crushing

strength not less than 35Kg./ Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B

type depth 1.50 Metre for 150mm diameter

sewer.(Circular Manhole)

SBD SECTION-7.9

6 1.00 Providing and laying compacted B.T. Metalling

Cu.m (45 to 63 mm size) using Stone screening

mm of 0.16 Cmt./10 Smt. and 0.08 Cmt./10

Smt., Stone Dust including spreading in uniform

layer, watering and consolidation by vibratory

roller achived the desired density, as per clause.

404 of M.O.R.T. & H. specification etc.

7 1.00 Providing and laying cement concrete work M-

Cu.m 200 1:1.5:3 (1 Cement : 1.5 coarse sand :

graded stone aggregates 20mm nominal size)

and curing complete exculding cost of form work

and reinforcement for reinforced concrete work

in. (A) Foundations, footings, base or columns

and mass concrete.

8 5.50 Labour charges for concreting with vacume

Sqm. dewatering Technique (Trimix or equivalent

type) including loading, unloading, carting,

companing complete with "C" channelas as per

requirement and labour charges on directed by

Engineer-in-charge.

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7.9

BALASINOR MUNICIPALITY BALASINOR

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK PROPOSED G.I. SHED AT

VANODA PUMPING STATION IN BALASINOR.

Item Qty. Description Total Unit Amount

1 4.00 Excavation for base footings upto depth

Cmt. m. including sorting out and disposing of the

excavated material upto 50 m lead (loose or

soft soil) 122.94 Cmt.

2 4.00 Earth filling in foundation trenches with

Cmt. available excavated earth including

consolidation leveling etc. complete. 136.92 Cmt.

3 0.30 Providing and laying cement concrete 1:3:6

Cmt. (1-Cement : 3- coarse sand : 6- crussing

stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork

in (A) Foundation and Plinth 3092.22 Cmt.

4 Providing and laying controlled cement

concrete M-250 and curing complete

including the cost of formwork and excluding

the cost of reinforcement of reinforced

concrete work in

a. 0.50 -- do -- for R.C.C. Column Footing 4938.40 Cmt.

B 0.50 -- do -- for R.C.C. Column Upto GL 9156.66 Cmt.

120.00 Providing TMT Bar FE 500D reinforcement

Kgs. for R.C.C. work including bending, binding

and placing in position complete upto floor

two level 77.29 Kg.

6 5.6 Steel work, welded in built up sections

Qtl. framed work including cutting, hoisting, fixing

in position and applying a priming coat of red

lead paint. (A)In beams and joists, channels

angles Tees, flats, with connecting plates or

angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to

common rafters and the like

7 32.00 Painting two coats (including priming coat)

Smt. on new steel and other metal surface with

enamel paint, brushing, interior to give an

even shade including cleaning the surface an

SBD SECTION-7.10

even shade including cleanicn the surface of

all dirt, dust and other foreign matter.

Smt. Providing corrugated G.I. sheet of class-3

roofing fixed with glavanished iron J or L

Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet

washer. filled with white lead complete

excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet. 734.19 Smt.

9 1.20 Providing and fixing 150mm wide 450mm

Smt. over all semicircular plain G.I.sheet class-3

gutter with Iron brackets 40mm x 3mm size

Bolts, Nuts, washers etc. including making

necessary connection with rain water pipes.

(i) 0.80 mm thick Sheet.

Add : 18% for GST Rs.

Add : 1% for Quality Control Charges Rs.

Add : 2% for Contingencies Charges Rs.

SBD SECTION-7.10

BALASINOR MUNICIPALITY, BALASINOR

ESTIMATE FOR PROVIDING, SUPPLYING PVC WATER LINE & PRESSURE PUMP PURCHASING AT HINDU

SAMSAN NEAR JANSATHI GROUND IN BALASINOR.

Quantity Description Rate Unit Amount

FOR PVC PIPE LINE

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring fit joint

including cost of rings, as per IS specification no. 4985/1988

including all local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc.

complete. Note :(1) One coupler / ring shall be provided with each full

length pipe cost of which is included in rates below. (2) 3% (Three)

Discounted rate to be consider for Coupler jointed pipe(3) Rate for

PVC Resin as Rs. 91739/mt. (Price Without GST)

3.1.D Test Pressure 10 Kg/cm2

(I) With Excise Duty

66.30 Rmt. 90mm Dia PVC 213.00 Rmt.

Providing at store or a site of work incl. freight, loading, unloading,

stacking insurance, & all taxes etc. complete.

1) P.V.C Specials with ISI Mark

PVC Tee (Moulded)

3.00 Nos. 90 x 90mm Dia 324.00 Nos.

PVC Elbow (Moulded)

3.00 Nos. 90mm Dia 216.00 Nos.

PVC Bend 90˚ (Moulded)heavy

2.00 Nos. 90mm Dia 318.00 Nos.

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and

specials of following class and diameter including cost of

conveyance from stores to site of works including cost of labour,

material, except cement solvent, giving satisfactory hydraulic testing

as per ISI code.

65.00 Rmt. 90mm Dia PVC 17.00 Rmt.

10000.00 Ltr. Providing erecting and fixing double coated ISI water tank of required

capacity each with all necessary fittings and connection etc.

complete on terrace. 3.95 Ltr.

FOR CENTRIFUGAL PUMP SET

1.00 No. Providing and Supplying Monobloc pump 3 phase 400/440 volt,

Hz AC Supply & 2800 RPM as per IS 9079 at departmental stores

with following MOC: Casing: CI-FG260, Impeller: Bronze & Shaft:

SS:410 (5-HP 285-LPM head-24.00 meter) 16320.00 No.

SBD SECTION-7.11

1.00 Job. Lowering of openwell Horizontal Submersible pump sets/bore well

pump sets in Well/Sump with HDPE pipe/GI/MS column pipe by

means of chain pulley block/fixture & jointing the cable with fuse unit

/ Control panel board including fitting accessories & making it in

working condition including satisfactory testing. A) Upto 7.5 HP

Add :18% GST Charge

Add :- 1% Q.C. Charge

Add 2 % Contengency Charges.

SBD SECTION-7.11