Construction Work of Drainage Line at Gujarat Housing Board, from House No. 173 at Surti Bhagol to Sanjeevani Clinic., At - Ankleshwar, Dist.: Bharuch

NAME OF WORK :- ગુજરાત હાઉસીંગ બોર્ડ સુરતી ભાગોળમાાં ઘર નાં. ૧૭૩ થી સાંજીવની ક્લિનીક સુધી ડ્રેનેજિાઈન નાખવાનુાં કામ

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 536.10 89.89 Cumt.

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

a) In all sorts of soil and soft murrum (1.A.3) 3.00 to 4.50 mt depth

a) In all sorts of soil and soft murrum (1.A.4) 4.50 to 6.00 mt depth

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.

(IS - 458/ 1989 (10.1.C) Class NP3 Test Pressure 0.7 Kg/sq.cm

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 165.60 120.19 Rmt.

stores to site of work, labour, giving hydraulic testing as per ISI code.

Class NP2,NP3,NP4 Pipe dia. in mm

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.

(1) Frame suitable for 50cm opening of MH 12.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 12.00 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.

Manhole type "A" as above but upto 1.0 M depth. 1.00 12300.79 No.

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

Manhole type "B" as above but upto 1.5 M depth. 1.00 21327.16 No.

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

Manhole type "C" as above but upto 4.0 M depth. 10.00 53437.08 No.

Extra Depth beyong 4.0 M but upto 6.0 M depth for "C" type Manhole

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 13.00 8001.22 No.

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. 1464.60 22.22 Cumt.

Providing bedding incl. ramming, watering, leveling, consolidating

etc.complete as per standard and instruction of engineer incharge (1) 159.00 60.60 Cumt.

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 400.00 18.50 HP/Hr

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 78.00 275.73 Rmt.

departmental stores and including cost of jointing meterial etc.

Test Pressure 6 Kg/cm².

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.

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.

Construction of granular sub-base 250mm thick by providing coarse

graded machine crushed B.T. material satisfying MOST specification

of grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to

4.75 mm - 45 % and 2.36 mm below - 20 % )including spreading in

uniform layer with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse

sand : 6 Machine cut stone aggregate 40mm nominal size ) and

curring complete excluding cost of formwork in (a) Foundation and

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 975.60 76.21 Kg.

Construction of un-reinforced, plain cement concrete Bavement,

thickness as per design, over a prepared sub base, with 53 grade

cement or any other type as per Clause 1501.2.2 M-250 (Grade),

coarse and fine aggregates conforming to 15:383, maximum size of

coarse aggregate not exceeding 25 mm. mixed in a concrete mixer of

not less than 0.2 cum capacity and appropriate weigh batcher using

approved mix design, laid in approved fixed side formwork (steel

channel, wedges, steel plates including levelling the formwork as per 54.20 5329.77 Cumt.

drawing), spreading the concrete with shovels, rakes, compacted

using needle, screed and plate vibrators and finished in continuous

operation including provision of contraction and expansion,

construction joints, applying debonding strips, primer, sealant, using

curing compound (where specified) and water finishing to lines and

grade as per drawing and Technical Specification

Total Amount Rs…………

Total 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. 18,08,615=00 Put to Tender Rs. 18,08,615=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Ankleshwar Nagarpalika

Amreli Ankleshwar

Chief Officer President

Ankleshwar Nagarpalika Ankleshwar Nagarpalika

Ankleshwar Ankleshwar