CONSTRUCTION OF VARIOUS WORKS IN BHUJ TALUKA PKG 01 UNDER V.V.P.-2 SCHEME F.Y. 2025-26.(2nd attempt)

NAME OF WORK : CONSTRUCTION OF VARIOUS WORKS IN BHUJ TALUKA PKG 01 UNDER V.V.P.-2 SCHEME F.Y. 2025-

It.No. Estimated Item Rate In Unit Amount

be more or Figure Words

1 58.80 Providing & Laying cement concrete 1:4:8 (1-Cement 4-Coarse sand 8-machine crushed stone aggregates 2968.27 Two Thousand Nine Hundred Sixty Cmt

40mm nominal size) and curing complete in foundation and plinth. (RA-1) Eight Rupees Twenty Six Paise

2 65.49 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 Cement:1.5 Coarse Sand:3 stone agg 20mm 5277.86 Five Thousand Two Hundred Seventy Cmt

nominal size) for CC road and curring etc. comp. incl. cost of form work. Finishing the cement concrete road Seven Rupees Eighty Five Paise

by Tri-mix process inclusive of labour charges for trimix vacume dewatering process on cement conc. road by

using vacume dewatering pump, surface floater, including chanelling and making grooves & rough finish to

surface, providing expansion join, construction joint incl. filling the joint with asphalt filler as per direction by

engineer in charge as per specification. (RA-2)

3 2535.45 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position 77.29 Seventy Seven Rupees Twenty Nine kg

complete upto floor two level. (S.O.R. It.No.05014C) Paise

4 63.00 Excavation for foundation up to 1.5 M. depth including sorting out and stacking of useful materials and 157.33 One Hundred Fifty Seven Rupees Cmt

disposing of the excavated stuff upto 50 M. lead.Dense or Hard soil.(S.O.R.It.No.04001B) Thirty Two Paise

5 12.60 Providing and laying cement concrete 1:4:8 (1- Cement : 4-coarse sand : 8- hand broken stone aggregates 40 2769.69 Two Thousand Seven Hundred Sixty Cmt

mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth Nine Rupees Sixty Nine Paise

6 58.06 Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in Cement Mortar 2628.91 Two Thousand Six Hundred Twenty Cmt

1:5 (1-cement : 5-coarse sand including levelling up etc. complete (S.O.R. It.No.07001BA) Eight Rupees Ninety Paise

7 39.93 Precast concrete block masonary (including quoin blocks Jamb blocks, closer etc.) with solid concreteblocks of 3771.97 Three Thousand Seven Hundred Smt

approved size made of cement concrete 1:3:6 mix (1cement : 3 coarse sand : 6 graded stone aggregate of Seventy One Rupees Ninety Six Paise

20mm. and down gauge) for foundation and plinth.in C.M.1:4 (S.O.R.It.No.07012A) .

8 448.00 Providing 20mm. thick cement plaster in single coat on fair side Brick/concrete walls for interior plastering 230.50 Two Hundred Thirty Rupees Fifty Smt

upto floor two level and finished even and smooth in :C.M.1:3 (1cement:3sand) (S.O.R P-87,It.No.17003A) Paise

9 448.00 White washing with lime on wall surface (two coats) to give an even shade including thoroughly booming the 12.70 Twelve Rupees Sixty Nine Paise Smt

surface to remove all dirt, dust; mortar drops and other foreign matter.(18001)

10 346.50 Providing and fixing in position iron angle compound gate and wicket gate using M.S. angle of required size for 108.07 One Hundred Eight Rupees Seven kg

frame and M.S. flats for grill weighing not less than 35 Kg/Sqm as per drawing including heavy iron fixtures Paise

and hold fast, locking arrangement with priming coat of approved quality and two coats of oil painting etc

11 48.00 Box cutting the road surface to proper slope and chamber for making a base for road work including removing 215.62 Two Hundred Fifteen Rupees Sixty Cmt

the excavated stuff and depositing on the road side slope as deirected up to 50 m. ( SOR 24-25 Item code Two Paise

12 480.00 Providing and fixing pecast rubber dye interlocking concrete block 60mm thick with grade of concrete M150 668.92 Six Hundred Sixty Eight Rupees Ninety Smt.

pneumatic compressed by mechanically pressed and as per approved design including 35mm sand layer for Two Paise

levelling and filling the joint with sand in proper line and level etc.completed.(R.A.).

13 541.15 Providing and erecting Shed with G.I. Sheet 0.8mm th.corrugated roof and ridges with (1) Foundation for 1863.82 One Thousand Eight Hundred Sixty smt

column 0.60x0.60x0.60 of C.C.M20 (2) Column of 100mm dia of G.I. medium grade (3) Roof Truss with Bottom Three Rupees Eighty Two Paise

Beam with M.S. Pipe 80x40x4 mm, Rafter 80x40x2.6mm, Purlin 60x40x2.6mm & Vertical Members

50x25x2.6mm as per detailed drawing incl.one coat of primer and two coat of oil paint incl cost of all

materials, labour, tools, frabrication, welding etc complete.(Payment on plan area measurement)(Plan Area

It.No. Estimated Item Rate In Unit Amount

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I/We am/are willing to carry out the work @............... % above/below ( Percent should be written in figures and

words ) The tendered amount mentioned above amount of my /our tender works out as under

Tendered amount Rs……………………….. Tendered amount Rs………………………..

Add ……...% above Rs…………………. Deduct ……...% Below Rs………………….

(Please strike out which ever is not applicable )

1 All work shall be carried out as per public works department handbook and other specifications of division or as directed.

2 Rates quoted inclusive of clearance of sight (prior to commencement of work and at its close) in all respect

and hold good for work under all conditions , sight, moisture, weather etc

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3 one percent labor cess will be deducted from the valued work done as per ' Bulding and other construction

work welfare cess act' G.R. No. GHR - 2005/04/CWA/2004/841/M-3 Dt. 31/01/2005

Signature of the Contractor. Executive Engineer,

Panchayat R & B Division.