Construction Work of 300 mm Class NP-3 Storm Drainage line with Road Restoration at Jalaram Society Gate Chamber to Third Next Chamber, At - Ankleshwar, Dist.: Bharuch Under Swarnim Jayanti Mukhya Mantri Shaheri Vikas Yojana Year:2024-25. (Fourteen Call)

NAME OF WORK :- Construction Work of 300 mm Class NP-3 Storm Drainageline with Road Restoration

LOCATION :- Jalaram Sciety Gate Chamber to Second Next Chamber, At - Ankleshwar, Dist : bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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) In all sorts of soil and soft murrum (1.A.1) Upto 1.50 mt depth 57.90 89.89 Cumt.

a) In all sorts of soil and soft murrum (1.A.2) 1.50 to 3.00 mt depth

b) In hard murrum, boulders incl. macadam road. (1.A.3) 3.00 to 0.00 155.54 Cumt. -

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, stacking etc. complete.

Note : One collar should be supplied with each full length plain

ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost

included in rates below.

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

Class NP2,NP3,NP4 (6) Pipe dia. in mm 300 17.60 120.19 Rmt

10.4 RCC precast M.H. Frame & Cover

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) Frame suitable for 50cm opening of MH 2.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 2.00 1184.73 No.

House Connection Chamber light duty

Providing and constructing Sewer manholes, scraper manholes and

unit house connection chamber, as per the type design in brick

masonary in C. M. 1:5 and inside and outsice 15mm thick

plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in RCC 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" as above but upto 1.0 M depth. 0.00 12300.79 No. -

Extra Depth beyong 1.0 M but upto 1.5 M depth for "A" type

Manhole type "B" as above but upto 1.5 M depth. 2.00 21327.16 No.

Extra Depth beyong 1.5 M but upto 4.0 M depth for "B" type

Manhole type "C" as above but upto 4.0 M depth. 0.00 53437.08 No. -

Extra depth beyond 4.0 M and up to 6.0 M depth for type "C"

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.

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. 113.80 22.22 Cumt.

Providing bedding incl. ramming, watering, leveling, consolidating

etc.complete as per standard and instruction of engineer incharge 16.90 60.60 Cumt.

(1) As above with selected excavated earth available near site

Dewatering by pumping set of required capacity including temporary

platform carting pumping at site and fixing the same in position

including all accessories, and fuel and labour etc. complete.

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.

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes (63 mm to 150 mm) and U.P.V.C. Pipe (

SCH- 40) (15 mm to 50 mm) 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.

For all Diameter 1.00 3535.00 Job

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.

Box cutting the road surface to proper slop and camber for raod

work, Granular Sub Base (drainage layer) conforming to grading V

of Table 400-1 of compacted thickness of 150 mmrolling and

compactiion of subgrade, Prime coat SS-I bitumen emulsion @

0.85kg per sq.mtr. & RS-I bitumen imulsion @ 0.27kg per

sq.mtr.,Tack Coat RS-0.25 Kg per sq.m. DENSE GRADED

BITUMINOUS MACADAM as per gradation and bitumen for mixing

shall be as arrived from mix design, provided in no case it shall be

less than 4.0% by wt.,using aggregates as per gradation and

percentage of bitumen for mixing shall be as arrived from mix

design, spreading ston dust,preparing suraface and scarifying the

Carring out Colour photography Post card size during execution of

whole work (Initial & Final from same point of view) as per direction

of Engineer incharge including mentioning name of work (Minmum 20.00 20.20 No.

2+2 = 4) Photograph for each stage) with high defination camera

Total Amount Rs…………

Total Amount Rs…………

Say Amount Rs…………

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.

Estimated Amount Estimated Amount

Put to Tender Rs. 1,25,502=00 Put to Tender Rs. 1,25,502=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Ankleshwar Nagarpalika

Amreli Ankleshwar

Chief Officer President

Ankleshwar Nagarpalika Ankleshwar Nagarpalika

Ankleshwar Ankleshwar