Construction Work of C.C. Road with 90mm PVC Water supply line at Shani park, at-Tarsadi, Dist.: - Surat Under Vyavsay Vera Grant Year 2025-26.

NAME OF WORK :- Construction Work of C.C. Road with 90mm PVC Water supply line at Shani park, at-

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed all lead & lift.

Filling in foundation and plinth with murrum or selected soil in layers

of 20cm. thickness including watering, ramming and consolidating

etc. complete. 68.80 301.78 Cumt.

Granular Sub-Base with Graded Material 92.10 1137.26 Cumt.

Construction of granular sub-base 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 % ), mixing in a

mechanical mix plant at OMC, carriage of mixed Material to work

site, spreading in uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to achieve the

desired density, complete as per clause 401

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 61.40 3095.24 Cumt.

sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Construction of un-reinforced, dowel jointed at expansion and 92.10 4924.76 Cumt.

construction joint only, 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-30 (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, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levelling the formwork as per 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

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 139.30 89.89 Cumt.

Item No. & Description Quantity Rate Per Amount

Refilling the pipeline trenches incl. ramming, watering, consolidating

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

Providing and supplying in standard length ISI mark rigid 172.00 191.90 Rmt

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 U.P.V.C. Pipe ( 72.00 21.40 Rmt

SCH- 40) as approved by Engineer In Charge. for cold water of

U PVC SCH40 for cold water 15 mm dia(1/2)"

UPVC Pipe jointing solution 50 ml (Page No. 29/ M802) 10.00 66.76 Each

P. V. C. Couplers 6 Kg/cm2 (Fabricated) 90 MM 29.00 78.78 No.

P. V. C. Tail Piece with P. V. C. Flange (ISI) Heavy duty (Moulded)

Service Saddle 25 mm (Moulded) heavy 90 MM 12.00 168.67 No.

P. V. C. Tee (Moulded) 90 x 75 mm 5.00 200.99 No.

P. V. C. Elbow (Moulded) 90 MM 10.00 218.16 No.

Total Amounts Rs ...………........

Total Amounts 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. 8,57,436=00 Put to Tender Rs. 8,57,436=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Tarsadi Nagarpalika

Chief Officer President

Tarsadi Nagarpalika Tarsadi Nagarpalika

Tarsadi Tarsadi