Constg.Of Common Shed Near Vadali Gau Seva Hospital Village Shihori Ta.Kankrej, Dist. Banaskantha

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil (SOR R & B P.NO. 71 It.No.04B001A )

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal

2 size) and curing complete excluding cost of formwork in (A) Foundation and Plinth 14.62 Cu.m 2653.42

(SOR R & B P.NO. 73 It.No.05004A )

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and

3 plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional 46.64 Cu.m 4245.09

(It.Code 06001BA. P.no 86 )

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding

4 cm. in depth consolidating each disposited layer by ramming and watering. 168.00 Cu.m 136.92

R&B Sor it.code.04006 pg.69

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and

5 plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional 28.29 Cu.m 4526.81

(It.Code 06001BA. P.no 86 )+(It.Code 06006B - P.no 86 )

Providing and laying C.C. 1:2:4 (1: cement :2 coarse and : 4 graded stone aggregate 20 mm nominal size ) and curing

complete including cost formwork but cost of reinforcement for RCC work in

7 (A) COLUMNS: (ii) Having cross-sectionalarea more than 0.08 Sq.M and upto 0.18Sq.M (It.Code 05031B1 P.no 80) 17.85 Cu.m 12184.03

8 ( B ) Coping ( It.Code 27067A P.no 237 ) 2.13 Cu.m 3758.74

9 ( C) Lintel (It.Code 05030 . P.no 79 ) 1.40 Cu.m 10219.39

10 ( D) Chhaja ( It.Code 05012A- P.no 74 ) 3.66 Cu.m 6526.79

11 ( E ) BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M . ( It.Code 05032A1 .P.no 80 ) 0.00 Cu.m 10443.06

Description of Item (with brief specification and reference to book of specifications) Quantity Unit Rate In figures Amount

Providing HYSD Bars reinforcement for RCC Work including cutting bending and placing in positione etc comp as directed

. ( It.Code 05014AA -P.no. 74 )

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

13 plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) , ( It.Code 625.58 Smt 183.73

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks, Bolts and nuts 8mm diameter

14 with bitumen and G.I. limpet washer or G.I. limpet washer. filled with white lead complete excluding the cost of purlins, 238.01 Smt 734.19

Rafters and Trusses.(1) 0.80 mm thick sheet. ( It.Code 15001A-P.no.-131)

Providing and fixing Number plate of Marble plate stone of required size set in C.M. 1:4 including finishing and engeaving

letters etc. completes .(SOR R & B P.NO. 186 It.No.26087 )

Total Amount Put to Tender

Total Amount Put to Tender

Rupees Eleven Lacs Eight Thousand Eight Hundred Eighteen And Paise Seventy five Only

I/am we/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

Deduct :_____ % Below Rs.________________

Net Rs. ______________________

In words ___________________________

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

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Notes 2 - Rates quoted include clearance of site (prior commencement of work and at its close ) in all respects and hold good for work under all conditions, site, moisture, weather etc.

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