Providing and Constructing First Floor Hall in Near Bus Stand JAM NATH ASHRAM at Nagarpalika Tharad. Dist-Vav-Tharad Grant:- MP- 2024-25

No. But may be estimated

more or less In Figure in Words quantities

1.0 2.70 P&L controlled cement concrete M-200 for RCC works including the cost 8803.16 Rupees Eight Thousand Eight Hundred Cu.M

machine mixing, vibrating, scaffolding, incl. cost of form work / shuttering Three Paise Sixteen Only

but excluding cost of reinforcement etc. complete up to RCC COLUMN

2.0 10.50 Brick work using common burnt clay building bricks having crushing 4538.16 Rupees Four Thousand Five Hundred Cu.M

strength not less than 35 kg./Sq.Cm. in Super structure above plint level up ThirtyEight Paise Sixteen Only

to two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B)

Conventional (First Floor)

3.0 0.50 P&L controlled cement concrete M.200 and curing complete including the 8719.33 Rupees Eight Thousand Seven Hundred Cu.M

cost of formwork but excluding the cost of reinforcement for reinforced Nineteen Paise ThirtyThree Only

concrete work in RCC LINTEL (F.F)

4.0 2.75 P&L controlled cement concrete M.200 and curing complete incl. the cost 8121.41 Rupees Eight Thousand One Hundred Cu.M

of formwork but excl. the cost of reinforcement for reinforced concrete work TwentyOne Paise FourtyOne Only

in RCC CHAJJA (F.F)

5.0 2.50 P&L controlled cement concrete M-200 for RCC works including the cost 7086.16 Rupees Seven Thousand EightySix Paise Cu.M

machine mixing, vibrating, scaffolding, incl. cost of form work / shuttering Sixteen Only

but excluding cost of reinforcement etc. complete up to plinth level for

BEAMS(F.F)

6.0 7.30 P&L controlled cement concrete M.200 and curing complete including the 6737.71 Rupees Six Thousand Seven Hundred Cu.M

cost of formwork but excluding the cost of reinforcement for reinforced ThirtySeven Paise SeventyOne Only

concrete work in RCC SLAB (F.F)

7.0 922.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 77.29 Rupees SeventySeven Paise TwentyNine Cu.M

bending, binding and placing in position complete upto floor two level Only

Quantity Estimated Rate Total Amount

Quantity Estimated Rate Total Amount

It. Estimated (in Rs.) according to

Description of Item Unit

No. But may be estimated

more or less In Figure in Words quantities

8.0 57.50 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring 1120.36 Rupees One Thousand One Hundred Sq.Mts

treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 Twenty Paise ThirtySix Only

(1-cement : 3-coarse sand ) finishing with flush pointing in white cement.

9.0 4.40 P & F flush door shutters, solid core construction with frame of first class 1829.74 Rupees One Thousand Eight Hundred Sq.Mt

hardwood with cross board and face veneer or plywood face panels, TwentyNine Paise SeventyFour Only

including anodised alluminium butt hinges with necessary screws. (B) Non-

decorative type and block board core anodised alluminium butt hinges in

flush door shutters (2) 35 mm thick.

10.0 10.80 P & F window having extruded aluminum Colour anodized section frame 1713.70 Rupees One Thousand Seven Hundred Sq.Mt

main outer size 63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605,@ Wt Thirteen Paise Seventy Only

1.094 Kg / Rmt), horizontal two track member size 61.85 mm x 1.75 mm x

1.20mm (of Jindal Section no: 8687 @ wt.of 0.695 Kg/mt), vertical member

of size 61.85 mm x 31.75mm x 1.30 mm (of Jindal Section no:8758 @ wt.of

0.0.659 Kg/mt) with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm (of Jindal Section no:8949 @ wt.of 0.456Kg/mt), vertical

member of size 40mm x 18mm x 1.29mm (of Jindal Section no:8947 @

wt.of 0.456Kg/mt/ Section 8948, @ Wt. 0.457 Kg/mt) with 5 mm thick

transparent bronze colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant glass fixing to frame as

per details etc complete for window. Sqm 2471.00 2021.71

11.0 288.00 P & F Safety grills of required pattern for windows / Door using 16mm dia 113.12 Rupees One Hundred Thirteen Paise K.g

M.S plished bars and Rectangular CRC pipes of size 50 x 30 x 2mm at Twelve Only

required spacing as per design and hold fasting with coach bolts including

one coat of primer and two coats of matt finshed oil painting etc complete.

12.0 150.00 Providing 10 mm. thick cement plaster in single coat for plastering on 177.40 Rupees One Hundred SeventySeven Sq.Mt

ceiling and soffits of stairs upto floor two level and finished even and Paise Fourty Only

smooth in (i) Cement mortar 1:3 ( 1 Cement : 3 sand) Ground Floor

(Including White Washing two Coats)

Quantity Estimated Rate Total Amount

Quantity Estimated Rate Total Amount

It. Estimated (in Rs.) according to

Description of Item Unit

No. But may be estimated

more or less In Figure in Words quantities

13.0 109.00 Providing 15mm thick plaster in on brick / concrete wall for interior 196.42 Rupees One Hundred NinetySix Paise Sq.Mt

plastering mala finished even and smooth (i) Cement Mortar 1:3 ( 1 Cement FourtyTwo Only

: 3 sand) for Ground Floor (Including White Washing two Coats)

14.0 133.60 Providing 20 mm thick double coat mala cement plaster on interior brick / 296.65 Rupees Two Hundred NinetySix Paise Sq.Mt

concrete work for plastering comprising of base coat of 12 mm thick cement SixtyFive Only

plaster in cement mortar (1 cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc. complete including

White Washing two Coats

15.0 1.00 Providing, laying and fixing Name plate (Size 0.90 X 0.60 mt.) with required 5944.86 Rupees Five Thousand Nine Hundred Nos

writting letter or figures on granite slab stones slab works with black japan FourtyFour Paise EightySix Only

paint with with approved paint including all materials for painting laid on a

bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing

with flush pointing with color mix in white cement.

Rupees in Words Rupees Four Lakh FiftyThree Thousand Four Hundred TwentyNine Paise NinetyEight 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 * Estimated amount

Put to tender................................... Rs. ………………….. Put to tender......................................... Rs. …………………..

Deduct : ............................% below Rs. ………………….. Add ……............................... % above Rs. …………………

Net.................................................. Rs. ………………….. Total ...................................................... Rs. …………………

In words …………………………………………............................................................. In words …………………………………………......................................................

* (Please strike out whicheve is not applicable).

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

Note 2- All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature.

Note 3- Rates quoted include clearance of site (prior commencement of work and at itscolose) in all respects and hold good for work under all conditions, site, moisture, weather etc.

Note 4- To be continued on additional sheets, if found necessary.

Note 5- Above Schedule-B Amount is without GST but GST 18% will be charged on the bill generated.

Chief Officer

Nagarpalika Tharad