Annual Rate of Providing and Laying 150mm Dia. To 2000 mm Dia Np-2/Np-3/Np-4 R.C.C. Pipe Drainage At, Kadodara Under Self Fund/ Grant (Year 2026 27)

NAME OF WORK :- ANNUAL RATE OF PROVIDING AND LAYING 150MM DIA TO 2000MM DIA

NP2/NP3/NP4 R.C.C. PIPE DRAINAGE REPAIRING & NEW WORK

LOCATION:- VARIOUS AREA OF KADODARA TOWN

PERCENTAGE RATE TENDER

I. No. Item Description Qty. Per Rate

1 Providing and supplying ISI Standered R.C.C. Pipes in standerd lengths of

following class and diameter suitable for either collar joints or rubber ring

joints including all taxes, inssurance, transportation, freight charges, octroi,

inspection charges, loading, unloading conveyance to departmental stores

stacking etc. comp. ( IS - 458/1989 ) Note : One collar should be supplied

with each full length plain ended R.C.C. pipe cost included in rates below one

rubber ring should be supplied with each full length socketed pipe cost

included in rates below.

(C) Class NP2 Test Pressure 0.7 Kg. / Sqcm.

1.1 150mm Dia 1.00 Rmt

1.1.1 200mm Dia 1.00 Rmt

1.1.2 225mm Dia 1.00 Rmt

1.1.3 250mm Dia 1.00 Rmt

1.1.4 300mm Dia 1.00 Rmt

1.1.5 350mm Dia 1.00 Rmt

1.1.6 400mm Dia 1.00 Rmt

1.1.7 450mm Dia 1.00 Rmt

1.1.8 500mm Dia 1.00 Rmt

1.1.9 600mm Dia 1.00 Rmt

1.1.10 700mm Dia 1.00 Rmt

1.1.11 750mm Dia 1.00 Rmt

1.1.12 800mm Dia 1.00 Rmt

1.1.13 900mm Dia 1.00 Rmt

1.1.14 1000mm Dia 1.00 Rmt

1.1.15 1100mm Dia 1.00 Rmt

1.1.16 1200mm Dia 1.00 Rmt

1.2 (D) Class NP3 Test Pressure 0.7 Kg. / Sqcm.

1.2.1 150mm Dia 1.00 Rmt

1.2.2 200mm Dia 1.00 Rmt

1.2.3 225mm Dia 1.00 Rmt

1.2.4 250mm Dia 1.00 Rmt

1.2.5 300mm Dia 1.00 Rmt

1.2.6 350mm Dia 1.00 Rmt

1.2.7 400mm Dia 1.00 Rmt

1.2.8 450mm Dia 1.00 Rmt

1.2.9 500mm Dia 1.00 Rmt

1.2.10 600mm Dia 1.00 Rmt

1.2.11 700mm Dia 1.00 Rmt

1.2.12 750mm Dia 1.00 Rmt

1.2.13 800mm Dia 1.00 Rmt

1.2.14 900mm Dia 1.00 Rmt

1.2.15 1000mm Dia 1.00 Rmt

1.2.16 1100mm Dia 1.00 Rmt

1.2.17 1200mm Dia 1.00 Rmt

1.3 (E) Class IRS/NP4

1.3.1 150mm Dia 1.00 Rmt

1.3.3 225mm Dia 1.00 Rmt

1.3.4 250mm Dia 1.00 Rmt

1.3.5 300mm Dia 1.00 Rmt

1.3.6 350mm Dia 1.00 Rmt

1.3.7 400mm Dia 1.00 Rmt

1.3.9 450mm Dia 1.00 Rmt

1.3.10 500mm Dia 1.00 Rmt

1.3.11 600mm Dia 1.00 Rmt

1.3.12 700mm Dia 1.00 Rmt

1.3.13 800mm Dia 1.00 Rmt

1.3.14 900mm Dia 1.00 Rmt

1.3.15 1000mm Dia 1.00 Rmt

1.3.16 1100mm Dia 1.00 Rmt

1.3.17 1200mm Dia 1.00 Rmt

1.3.18 1400mm Dia 1.00 Rmt

1.3.19 1600mm Dia 1.00 Rmt

1.3.20 1800mm Dia 1.00 Rmt

1.3.21 2000mm Dia 1.00 Rmt

2 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.

2.1 Upto 1.50mt. Depth

2.1.1 (a) In all sorts of soil and soft murrum 1.00 Cumt.

2.1.2 (b) In hard murrum, boulders incl. macadam road. 1.00 Cumt.

2.1.3 (c) In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cumt.

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

chiseling, or by chiseling/breaking only. 1.00 Cumt.

2.2 Upto 1.50mt. To 3.00mt. Depth

2.2.1 (a) In all sorts of soil and soft murrum 1.00 Cumt.

2.2.2 (b) In hard murrum, boulders incl. macadam road. 1.00 Cumt.

2.2.3 (c) In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cumt.

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

chiseling, or by chiseling/breaking only. 1.00 Cumt.

2.3 Upto 3.00mt. To 4.50mt. Depth

2.3.1 (a) In all sorts of soil and soft murrum 1.00 Cumt.

2.3.2 (b) In hard murrum, boulders incl. macadam road. 1.00 Cumt.

2.3.3 (c) In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cumt.

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

chiseling, or by chiseling/breaking only. 1.00 Cumt.

2.4 Upto 4.50mt. To 6.00mt. Depth

2.4.1 (a) In all sorts of soil and soft murrum 1.00 Cumt.

2.4.2 (b) In hard murrum, boulders incl. macadam road. 1.00 Cumt.

2.4.3 (c) In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cumt.

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

chiseling, or by chiseling/breaking only. 1.00 Cumt.

2.5 Upto 6.00mt. To 7.50mt. Depth

2.5.1 (a) In all sorts of soil and soft murrum 1.00 Cumt.

2.5.2 (b) In hard murrum, boulders incl. macadam road. 1.00 Cumt.

2.5.3 (c) In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cumt.

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

chiseling, or by chiseling/breaking only. 1.00 Cumt.

2.6 Excavation in bituminous road 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 as specified. 1.00 Cumt.

3 Add extra for Disposing off the excavated stuff of above items for lead of (E)

4 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 including conveyance from stores to site of work, labour,

giving hydraulic testing as per ISI code. (b) Class NP2,NP3,NP4

4.1 80mm Dia 1.00 Rmt

4.1.1 100mm Dia 1.00 Rmt

4.1.2 150mm Dia 1.00 Rmt

4.1.3 225mm Dia 1.00 Rmt

4.1.4 250mm Dia 1.00 Rmt

4.1.5 300mm Dia 1.00 Rmt

4.1.6 350mm Dia 1.00 Rmt

4.1.7 380mm Dia 1.00 Rmt

4.1.8 400mm Dia 1.00 Rmt

4.1.9 450mm Dia 1.00 Rmt

4.1.10 500mm Dia 1.00 Rmt

4.1.11 525mm Dia 1.00 Rmt

4.1.12 600mm Dia 1.00 Rmt

4.1.13 680mm Dia 1.00 Rmt

4.1.14 700mm Dia 1.00 Rmt

4.1.15 750mm Dia 1.00 Rmt

4.1.16 800mm Dia 1.00 Rmt

4.1.17 900mm Dia 1.00 Rmt

4.1.18 1000mm Dia 1.00 Rmt

4.1.19 1100mm Dia 1.00 Rmt

4.1.20 1200mm Dia 1.00 Rmt

4.1.21 1400mm Dia 1.00 Rmt

4.1.22 1600mm Dia 1.00 Rmt

4.1.23 1800mm Dia 1.00 Rmt

5 Providing and constructing Sewer manholes, scraper manholes and unit

house connection chamber, as per the type design in brick masonry in C. M.

1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary

mm coping with reinforcement 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 design complete as per latest CPHEEO manual.

(excl. excavation).

(a) Manhole type "A" Circular type having inside diameter of 1200 mm

for depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

5.1 (1) Manehole type "A" as above but up to 1.0 mt. depth. 1.00 No.

5.1.1 (2) Extra depth beyond 1.0 M but upto 1.5m depth for "A" type manhole

5.2 (b) Manhole type "B" circular type having inside diameter of minimum

1500mm and for deep from 1.5 mt. to 4.0mt.(for 150mm to 600mm dia

5.2.1 (1) Manehole type "B" as above but up to 1.5 mt. depth. 1.00 No.

5.2.2 (2) Extra depth beyond 1.5 M but upto 4.0m depth for "B" type manhole

5.3 (C) Manhole type "C" circular type having inside diameter of minimum

1500mm and for deep from 4.0 mt. to 6.0mt.(for 150mm to 1800mm dia

5.3.1 (1) Manehole type "C" as above but up to 4.0 mt. depth. 1.00 No.

5.3.2 (2) Extra depth beyond 4.0 M but upto 6.0m depth for "C" type manhole

5.5 (d) Manhole type "D1" circular type having inside diameter of minimum

1500mm and for deep from 6.0 mt. to 10.0mt.(for 150mm to 500mm dia

5.5.1 (1) Manehole type "D1" as above but up to 6.0 mt. depth. 1.00 No.

5.5.2 (2) Extra depth beyond 6.0 M but upto 10.0m depth for "D1" type manhole

6 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 work etc.

6.1 A) Heavy Duty

6.1.1 1) Frame suitable for 50cm opening of MH 1.00 No.

6.1.2 2) Cover suitable for 50cm opening of MH 1.00 No.

6.2 B) Light Duty

6.2.1 1) Frame suitable for 50cm opening of MH 1.00 No.

6.2.2 2) Cover suitable for 50cm opening of MH 1.00 No.

6.3 House Connection Chamber light duty

6.3.1 Frame 1.00 No.

6.3.2 Cover 1.00 No.

7 Refilling the pipe line tranches inclu. ramming, watering consolidating

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

7.1 Refilling as directed 1.00 Cumt

7.2 ...do... with selected soil brought from outside including all lead 1.00 Cumt

8 Renovation of manhole by increasing the height at top including cost of

excavation, refitting of C. I. manhole frame and cover curing etc. complete

incl. all carting and providing of materials which is required for the purpose

(except manhole frame and cover) For all type manhole by providing RCC

1:2:4 Partition walls with required reinforcement 25 cm thick and circular

opening with 500mm clear dia and 0.40 mt. av. ht. 1.00 No.

9 Tracing of old manhole

9.1 Upgradation of Existing Chamber

(Use Quik Setting Cement / Rapid Hardening Cement) 1.00 No.

10 Providing and constructing rectangular brick masonry chamber for house

connection as per type design in brick masonry in C. M. 1:3 including M-100

in foundation M-150 in benching inside plastering in C. M. 1:3 and outside

plastering in C. M. 1:3 coping in M200 and fixing RCC precast manhole frame

and covers, but Excl. supply of manhole and cover etc. complete excl.

excavation. 1.00 No.

11 P.C.C. M-10 levelling Course

Providing and casting in situ mass cement concrete in grade M-10 (approx.

corresp. to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to

mm incl. consolidation curing etc. complete.

11.1 With Form Work 1.00 Cu.Mt

11.2 Without Forms Work 1.00 Cu.Mt

12 C.C. M-20 Nominal Mix (with w.p.chemical)

Providing and cast in situ C.C. in grade M-20 (approx. corresp. to prop.

1:1.5:3) (proportions as per mix design or as per table9 of IS456 2000 in

masses by weigh batching ) using quartzite trap metal of size 12 mm to

mm and or 6 mm to 12 mm including scaffolding centering form work, needle

vibrated consolidation, curing and hydraulic testing etc. complete (excluding

cost of reinforcement) with centering and shuttering/deshuttering etc.

omplete up to 6 meter height/depth from Av. G.L. for all structures with water

proofing compound.

12.1 Bottom slab or floor slab with shuttering 1.00 Cu.Mt

12.2 Bottom slab or floor slab – without shuttering 1.00 Cu.Mt

12.3 Bottom dome / roof dome 1.00 Cu.Mt

12.4 Slant slab/conical wall or conical shell 1.00 Cu.Mt

12.5 Beams /Ring beams/Ring girders 1.00 Cu.Mt

12.6 up to 15 cm thick 1.00 Cu.Mt

12.7 Above 15 cm and up to 20 cm 1.00 Cu.Mt

12.8 Above 20 cm and up to 25 cm 1.00 Cu.Mt

12.9 Above 25 cm 1.00 Cu.Mt

12.10 Columns 1.00 Cu.Mt

13 Steel /Reinforcement bars

Supplying cutting, bending, binding and placing in position steel as per plan

and design and as per ISS 2502 including cost of steel and binding wire for

reservoirs/structures only including lift up to 6 meter height or depth below

G.L. for all diameters

13.1 Do-Thermo mechanically treated (TMT)bars Fe-415 grade for all diameters.

13.2 Do – deformed (TMT) bars confirming to relevant IS Fe – 500 grade for all

diameters. 1.00 MT

14 Cement Plaster (20 mm thick)

14.1 Cement plaster 20 mm thick in C.M. 1:2 using water proofing compound of

approved quality including finishing etc. complete. 1.00 Sq.M

14.20 – do – Without water proofing compound. 1.00 Sq.M

15.00 C.I Manhole Frame & Cover (All Type) 1.00 Kg

I/We am/are willing to carry out the work @ ________% Above / Below________Percentage (should be writen in

figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Stamp with Signature of Contractor Municipal Engineer

KADODARA Nagarpalika

Chief Officer President

KADODARA Nagarpalika KADODARA Nagarpalika

KADODARA KADODARA