Construction Work of Drainage Line at Shraddha Orthopaedic Hospital, At - Ankleshwar, Dist.: Bharuch Under Swarnim Jayanti Mukhyamantri Shaheri Vikas Yojna (Udp-88) Year 2025-26. (Second Call)

NAME OF WORK :- શ્રદ્ધા ઓર્થોપીડીક હોસ્પપટલની ગલીમાાં ડ્રેનેજલાઈન નાખવાનાં 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 251.00 89.89 Cumt.

a) In all sorts of soil and soft murrum (1.A.2) 1.50 to 3.00 mt depth 127.00 98.98 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. (IS - 458/

(10.1.C) Class NP3 Test Pressure 0.7 Kg/sq.cm

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 95.40 120.19 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 8.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 8.00 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. 5.00 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. 3.00 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 10.00 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 367.10 22.22 Cumt.

Providing bedding incl. ramming, watering, leveling, consolidating

etc.complete as per standard and instruction of engineer incharge

(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.

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. complete,

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. complete,

For all Diameter 7.00 3535.00 Job

RCC Road Restoretion Work

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C. 10.80 1030.80 Cumt.

Construction of granular sub-base 150mm 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

)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- hand broken stone aggregates 40 mmnominal size) and

curing 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 194.40 76.21 Cumt

floor two level (upto 10 ton)

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 10.80 5329.77 Cumt

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

Paver Block Road Restoretion Work

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for 7.20 685.41 Sqmt

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

Removing and Refiting Interlocking type coloured cement

concrete paver block (Gray cement based rubble moulded laker

finished) of approved shape and design for footpath or road with

35mm average thick fine sand filing. but excluding cost of concrete

block Them includes levelling by using vibrating compaction

machine compulsory, frost flong cement vata/ filling/gap by

cement mortar 1:4, as directed by the engineer-in-charge. all

materials, labour, equipments, etc. complete

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. 6,11,802=00 Put to Tender Rs. 6,11,802=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