BID DOCUMENTS FOR PROPOSED 300 MM DIA DRAINAGE PIPELINE WORK AT KHODAL NASTA HOUSE TO NILKANT SOCIETY AND PROPOSED 450 MM DIA DRAINAGE PIPELINE WORK FROM RANGAT RESTAURANT TO ATANANTA HEIGHTS SOCIETY - AT BAREJA NAGARPALIKA - BAREJA.

Total Amount Rs.

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.

5. TPI & PMC Charges will be deducted from the Contractor’s each RA Bill up to 3% Maximum.

6. Bidder has to quote rates without GST, GST will be applicable extra on tender rate.

Consulting Civil Engineer Municipal Engineer

DD (OPC) PVT LTD Bareja Nagarpalika

Ahmedabad Bareja

Bareja Nagarpalika

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR PROPOSED 300 MM DIA DRAINAGE PIPELINE WORK AT KHODAL NASTA HOUSE TO NILKANT SOCIETY AND PROPOSED 450 MM

DIA DRAINAGE PIPELINE WORK FROM RANGAT RESTAURANT TO ATANANTA HEIGHTS SOCIETY - AT BAREJA NAGARPALIKA - BAREJA.

PROPOSED 300 MM DIA DRAINAGE PIPELINE WORK AT KHODAL NASTA HOUSE TO NILKANT SOCIETY

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting Cement) 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, conveyance to departmental stores, stocking

etc. NP3 Test Pressure 0.7 Kg/cm - 300 mm Dia

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following diameters in

proper position, grade and alignment at all level as directed by Engineer-in-charge

2.00 including conveyance from stores to site of work, labour, giving hydraulic testing as 70.00 Rmt 136.85

per ISi code - 300 mm Dia

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. allwith

shoring and struting if required as per required gradient and line including

3.00 safetyprovisions using site rails and stacking excavated stuff including up to all 105.62 Cu Mt 102.35

requiredlead cleaning the site etc. complete for all lifts and strata as specified. --'0.00 To

1.50 Mtr--- 'In In soft soil & soft murrum

3.10 In Hard murrum,Boulders Incl Macadam Road 105.62 Cu Mt 155.25

3.20 --As per above--'1.50 To 3.00 Mtr --'In In soft soil & soft murrum 23.19 Cu Mt 112.70

3.30 In Hard murrum,Boulders Incl Macadam Road 30.19 Cu Mt 170.20

SEWER MANHOLES:- Providing and constructing Sewer manholes, scraper manholes

and unit house connection chamber, as per the type design in brick masonary in C. M.

1:3 and outsice plastering in C. M. 1:3 necessary coping in R.C.C.M. 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding supply of manhole frame and

covers) over manholes and house connection chambers and fixing Manhole covers(but

excluding supplying of manhole covers) over scraper manhole etc. complete, providing

and fixing safety chain wherever necessary as per the stipulations in the type desing

complete (excl. excavation). ----'Manhole type "A" Circular type having inside diameter

of 1200 mm tor depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer) Manhole

type "A" as above but uoto 1.0 M depth.

4.10 Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole above. 2.00 Rmt 7622.20

Manhole type "B" circular type having inside diameter of minimum 1500 mm and for

4.20 depth from 1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers) Manhole type "B" as 1.00 Nos 24283.40

above but up to 1.5 M depth.

4.30 Extra depth beyond 1.0 M but upto 1.5 M depth for "B" type manhole above. 1.00 Rmt 14159.95

Refilling the pipeline trenches incl. ramming,watering, consolidating disposal of surplus

5.00 stuff as directed within a radius of 3 km. - Refilling as directed 222.59 Cu Mt 25.30

Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete as per

standard and instruction of enaineer incharae As above with selected excavated earth

available near site--'For Network Pipe Bedding

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

7.00 design & Drawing including cost of reinforcement M.S. Angles or Flate, curring mold 3.00 Nos 1121.00

work etc. Heavy Duty ---'Frame Suitable for 50 cm Opening of MH

7.10 ---As above-----Cover Suitable for 50 cm Opening of MH 3.00 Nos 1173.00

8.00 Fixing Of Manhole Frame Cover For Necessary Requirement 3.00 Nos 78.68

Making Jointing / Connection Of Proposed 300 mm Dia For Existing Manhole

Connection Woth Necessary Fittings

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR PROPOSED 300 MM DIA DRAINAGE PIPELINE WORK AT KHODAL NASTA HOUSE TO NILKANT SOCIETY AND PROPOSED 450 MM

DIA DRAINAGE PIPELINE WORK FROM RANGAT RESTAURANT TO ATANANTA HEIGHTS SOCIETY - AT BAREJA NAGARPALIKA - BAREJA.

PROPOSED 300 MM DIA DRAINAGE PIPELINE WORK AT KHODAL NASTA HOUSE TO NILKANT SOCIETY

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

Add ror restoration of infrastructures like Kharkuwa. Electncal Line, Telephone cables all

types. water tines. aas tine. seotic tanks etc

Consulting Civil Engineer Municipal Engineer

DD (OPC) PVT LTD Bareja Nagarpalika

Ahmedabad Bareja

Bareja Nagarpalika

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR PROPOSED 300 MM DIA DRAINAGE PIPELINE WORK AT KHODAL NASTA HOUSE TO NILKANT SOCIETY AND PROPOSED 450 MM

DIA DRAINAGE PIPELINE WORK FROM RANGAT RESTAURANT TO ATANANTA HEIGHTS SOCIETY - AT BAREJA NAGARPALIKA - BAREJA.

PROPOSED 450 MM DIA DRAINAGE PIPELINE WORK ATANANTA HEIGHTS SOCIETY

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting Cement) 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, conveyance to departmental stores, stocking

etc. NP3 Test Pressure 0.7 Kg/cm - 450 mm Dia

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following diameters in

proper position, grade and alignment at all level as directed by Engineer-in-charge

2.00 including conveyance from stores to site of work, labour, giving hydraulic testing as 35.00 Rmt 196.65

per ISi code - 450 mm Dia

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. allwith

shoring and struting if required as per required gradient and line including

3.00 safetyprovisions using site rails and stacking excavated stuff including up to all 54.46 Cu Mt 102.35

requiredlead cleaning the site etc. complete for all lifts and strata as specified. --'0.00 To

1.50 Mtr--- 'In In soft soil & soft murrum

3.10 In Hard murrum,Boulders Incl Macadam Road 54.46 Cu Mt 155.25

3.20 --As per above--'1.50 To 3.00 Mtr --'In In soft soil & soft murrum 11.46 Cu Mt 112.70

3.30 In Hard murrum,Boulders Incl Macadam Road 15.66 Cu Mt 170.20

SEWER MANHOLES:- Providing and constructing Sewer manholes, scraper manholes

and unit house connection chamber, as per the type design in brick masonary in C. M.

1:3 and outsice plastering in C. M. 1:3 necessary coping in R.C.C.M. 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding supply of manhole frame and

covers) over manholes and house connection chambers and fixing Manhole covers(but

excluding supplying of manhole covers) over scraper manhole etc. complete, providing

and fixing safety chain wherever necessary as per the stipulations in the type desing

complete (excl. excavation). ----'Manhole type "A" Circular type having inside diameter

of 1200 mm tor depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer) Manhole

type "A" as above but uoto 1.0 M depth.

4.10 Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole above. 2.00 Rmt 7622.20

Refilling the pipeline trenches incl. ramming,watering, consolidating disposal of surplus

5.00 stuff as directed within a radius of 3 km. - Refilling as directed 112.96 Cu Mt 25.30

Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete as per

standard and instruction of enaineer incharae As above with selected excavated earth

available near site--'For Network Pipe Bedding

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

7.00 design & Drawing including cost of reinforcement M.S. Angles or Flate, curring mold 1.00 Nos 1121.00

work etc. Heavy Duty ---'Frame Suitable for 50 cm Opening of MH

7.10 ---As above-----Cover Suitable for 50 cm Opening of MH 1.00 Nos 1173.00

8.00 Fixing Of Manhole Frame Cover For Necessary Requirement 1.00 Nos 78.68

Making Jointing / Connection Of Proposed 300 mm Dia For Existing Manhole

Connection Woth Necessary Fittings

BAREJA NAGARALIKA BAREJA

DIST: AHMEDABABD.

BID DOCUMENTS FOR PROPOSED 300 MM DIA DRAINAGE PIPELINE WORK AT KHODAL NASTA HOUSE TO NILKANT SOCIETY AND PROPOSED 450 MM

DIA DRAINAGE PIPELINE WORK FROM RANGAT RESTAURANT TO ATANANTA HEIGHTS SOCIETY - AT BAREJA NAGARPALIKA - BAREJA.

PROPOSED 450 MM DIA DRAINAGE PIPELINE WORK ATANANTA HEIGHTS SOCIETY

DESCRIPTION Estimated but may UNIT RATE AMOUNT Rs.

be more or less

Add ror restoration of infrastructures like Kharkuwa. Electncal Line, Telephone cables all

types. water tines. aas tine. seotic tanks etc

Consulting Civil Engineer Municipal Engineer

DD (OPC) PVT LTD Bareja Nagarpalika

Ahmedabad Bareja

Bareja Nagarpalika