New construction Compound Wall & Waiting Shed Area Shed Work of MPC Building (04 Nos) At.Pipalkuva,Motikhervan,Patharda,Vadibhesrot Ta.Songadh Dist.Tapi

Quantitiy Estimated Rates Total Amount

Quantitiy Estimated Rates Total Amount

Estimated Item Of Work Unit may be more or

may be more In Figure In word less

Excavation for foundation up to 1.5 M. Depth including sorting out

and stacking of useful materials and disposing of the excavated Rupees One Hundred Twenty and Zero

stuff up to 50 meter lead (A) Loose or soft soil Paisa Only

Boring holes 3.5m deep in lordinary soil (for cast in situ piles) and

getting out the soil and disposal of the surplus excaated soil as Rupees One Thousand Three Hundred

directed within a lead of 50 metre follwoing diameter of pilses.(iii) Thirty Five and Paisa Sixty Two Only

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size) and curing Rupees Three Thousand Seven Hundred

complete including cost of form work in (A) Foundation and plinth Eighty Six and Paisa Forty Six Only

Providing and laying ordinary cement concrete 1:2:4 (1 Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of Rupees Twelve Thousand Two Hundred

formwork but excluding the cost of reinforcement for R.C.C work in Forty Nine and Paisa Twenty Two Only

(B) COLUMNS: (i) Having cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1 Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of Rupees Twelve Thousand Two Hundred

formwork but excluding the cost of reinforcement for R.C.C work in Forty Nine and Paisa Twenty Two Only

(B) COLUMNS: (i) Having

cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1 Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

Rupees Eight Thousand Five Hundred

finishing smooth with,curing etc. complete including the cost of

6 28.00 8593.80 Ninety Three and Paisa Seventy Nine Cumt

formwork but excluding the cost of reinforcement for R.C.C work in

(A) BEAMS :(i) Having cross

sectional area 0.05 to 0.08 Sq.M

Quantitiy Estimated Rates Total Amount

Quantitiy Estimated Rates Total Amount

Estimated Item Of Work Unit may be more or

may be more In Figure In word less

Provdg & laying ordinary cement concerete 1:2:4 (1 cement:

coarse sand : 4 graded stone aggregate 20 mm nominal size) for

RCC lintel incl. finishing smooth with curing etc. complete including Rupees Nine Thousand Ninety Nine and

the cost of form work but excluding the cost of reinforcement up Paisa Thirty Eight Only

to floor two level Lintel/ Coping

Providing T M T. bar FE 500 D reinforcement for R.C.C. work

Rupees Seventy Seven and Paisa

8 16152.00 including bending binding and placing in position complete up to 77.29 Kgs

Twenty Eight Only

floor two level.

Half brick masonry in common burnt clay building bricks having

crushing strength not less than 35 Kg/ Cm2 in cement mortar 1:4

Rupees Six Hundred Fifty Six and Paisa

9 828.00 (1 cement : 4- Coarse sand) with 2 Nos. of 6 mm dia mild steeld 656.34 Cumt

Thirty Three Only

round bar after every three coarse embeded in cement mortar

super structure (for G.F) Conventional.

Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of Rupees Six Thousand Seven Hundred

red lead paint. (D) In trussses and trussed purlins, upto 25 M. span Forty Seven and Paisa Eight Only

and 15 M ovarall height.

20mm thick sand faced cement plaster on wall upto height

metres above ground level consisting of 12mm thick backing coat Rupees Three Hundred Thirty Seven

of c.m. 1:3 (1 cement : 3 sand) and 8 mm thick finishing coat of and Paisa Fifty Two Only

c.m. 1:1 (1 cement : 1 sand) etc. complete

Quantitiy Estimated Rates Total Amount

Quantitiy Estimated Rates Total Amount

Estimated Item Of Work Unit may be more or

may be more In Figure In word less

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

Rupees One Hundred Seventeen and

12 1660.00 thoroughly brushing the surface to remove all dirt, and remains of 117.40 sqmt

Paisa Forty Only

loose powdered materials.etc complete

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse

sand : 4- graded stone aggregates 20 mm nominal size) and curing Rupees Three Thousand Seven Hundred

complete excluding cost of formwork in (A) Foundation and Plinth Eighty Six and Paisa Forty Six Only

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Rupees Four Thousand One Hundred

Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional Fifty Three and Paisa Six Only

Providing and fixing of Ridge flashing for roof panel shall be made

out of 0.5 mm thick pre coated GI sheet . The Precoated sheet shall

be of minimum 240 mpa steel grade confirming to IS 14246:1995

and shall have zinc coating of minimum 120 gsm as per

IS:277:1992 , 5-7 microns epoxy primer on both side of the sheet

and polyester top coat 15-18 micron. The PPGI Sheet shall have Rupees Eight Hundred Sixty Seven and

plastic protective guard film of minimum 25 microns to avoid Paisa Thirty Eight Only

scratches during transportation. The ridge shall be fixed to the

steel members by pop rivet or self drilling/self stitching fastners @

maximum 450 mm c/c along length of capping/flashing etc

Steel work, riveted in built up sections framed work

including cutting, hoisting, fixing in position and applying a Rupees Six Thousand Seven Hundred

priming coat of red lead paint. (D) In trussses and trussed Forty Seven and Paisa Eight Only

purlins, upto 25 M. span and 15 M ovarall height.

Quantitiy Estimated Rates Total Amount

Quantitiy Estimated Rates Total Amount

Estimated Item Of Work Unit may be more or

may be more In Figure In word less

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

Rupees Seven Hundred Four and Paisa

17 628.00 approved design Confirming to IS 15658 : 2006 704.07 Sq.mt

including 35 mm Sand layer for levelling and filling the

joint with sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

In Words :- Rupees Forty Nine Lakhs Twenty Three Thousand Four Hundred Eleven Only.

I/we am/are willing to carry out the work at………………………………………………….% above/below percent (should be written in figures and words) of the

estimated rates mentioned above. Amount of my/our tender works out as under :

Estimated amount put to tender

Add / deduct…………….% above / below

In words (Rupees………………………………..

All works shall be carried out as per Public Work Department Handbook and other specification of Division or as directed.

All the columns in Schedules should be filled in ink and the total of the entries ink last column should be struck by the contractor under his signature.

Rates quoted include clearance of site ( prior commencement of work and at its close ). In all respect and hold good for work under all condition, site,

Serviceable material available ( if any ) after Demolishing / Dismentalling any item should be hand over to the concerned PIU Site Engineer In Charge

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual

mix design the costof difference of cement consumption have been deducted from the rate of original item at the rate of

input rate mentioned in all the tender. Input rate is Rs. _____________ MT.

5 GST extra applicable in case of work based on SOR 2024-25 only.

Dy. Executive Engineer Divisional Accountant Executive Engineer

PIU Zone-7 Tapi PIU Zone-7 Surat PIU Zone-7 Tapi