Providing and Constructing Class Room and Majoor Kalyan Kendra Various Areas at Tharad Nagarpalika Dist. Vav-Tharad Grant:-MLA- 2025-26

Name of Work : Providing & Constructing Class Room & Majoor Kalyan Kendra Various Areas @ Tharad Nagarpalika Dist. Vav-Tharad Grant:-MLA- 2025-26

Memorandum showing item of work to be carried out

It. Quantity Description of Item Estimated Rate Unit Total Amount

It. Quantity Description of Item Estimated Rate Unit Total Amount

No. Estimated (in Rs.) according to

But may be estimated

more or less quantities

In Figure in Words

Excavation for foundation up to 1.50 m depth including sorting out &

Rupees One Hundred TwentyTwo Paise

1.0 167.40 stacking of useful materials and disposing of the excavated stuff upto 50 122.94 Cu.M

NinetyFour Only

mt lead. (A) Loose or soft soil.

Excavation for foundation for depth 1.50 m to 3.00 m. including sorting

2.0 27.60 out & stacking of useful materials and disposing of the excavated stuff 136.30 Rupees One Hundred ThirtySix Paise Thirty Only Cu.M

upto 50 mt lead. (A) Loose or soft soil

Providing and laying plain cement concrete 1:4:8 (1: Cement 4: Coarse

sand 8: Crushed stone aggregates 40mm nominal size) and curing Rupees Two Thousand Seven Hundred Eighty

complete excluding cost of form work in ( A) Foundation and plinth Paise ThirtySeven Only

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Two Hundred FourtyFive

4.0 13.60 strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement 4245.09 Cu.M

Paise Nine Only

Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional

Filling available excavated earth (excluding rock) in trenches. plinth, sides

Rupees One Hundred ThirtySix Paise NinetyTwo

5.0 85.40 of foundations etc. in layers not exceeding 20 cm. in depth consolidating 136.92 Cu.M

each disposited layer by ramming and watering.

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in Super structure above plint level Rupees Four Thousand Four Hundred NinetySix

up to two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Paise Five Only

Conventional (Ground Floor)

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in Super structure above plint level Rupees Four Thousand Five Hundred ThirtyEight

up to two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Paise Sixteen Only

Conventional (First Floor)

P&L controlled cement concrete M-200 for RCC works including the cost

machine mixing, vibrating, scaffolding, incl. cost of form work / shuttering Rupees Four Thousand One Hundred FiftyTwo

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

P&L controlled cement concrete M-200 for RCC works including the cost

machine mixing, vibrating, scaffolding, incl. cost of form work / shuttering Rupees Eight Thousand Seven Hundred SixtyTwo

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

P&L controlled cement concrete M-200 for RCC works including the cost

machine mixing, vibrating, scaffolding, incl. cost of form work / shuttering Rupees Eight Thousand Seven Hundred SixtyTwo

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

P&L controlled cement concrete M-200 for RCC works including the cost

machine mixing, vibrating, scaffolding, incl. cost of form work / shuttering Rupees Seven Thousand FourtyFive Paise

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

P&L controlled cement concrete M.200 and curing complete including

Rupees Nine Thousand SixtyEight Paise

12.0 2.00 the cost of formwork but excluding the cost of reinforcement for reinforced 9068.79 Cu.M

SeventyNine Only

concrete work in RCC COPPING (G.F)

P&L controlled cement concrete M.200 and curing complete including

Rupees Nine Thousand Five Hundred

13.0 2.00 the cost of formwork but excluding the cost of reinforcement for reinforced 9593.99 Cu.M

NinetyThree Paise NinetyNine Only

concrete work in RCC LINTEL (G.F)

P&L controlled cement concrete M.200 and curing complete incl. the

Rupees Eight Thousand Four Hundred Six Paise

14.0 2.20 cost of formwork but excl. the cost of reinforcement for reinforced 8406.23 Cu.M

TwentyThree Only

concrete work in RCC CHAJJA (G.F)

P&L controlled cement concrete M.200 and curing complete including

Rupees Six Thousand Six Hundred NinetySeven

15.0 16.60 the cost of formwork but excluding the cost of reinforcement for reinforced 6697.31 Cu.M

Paise ThirtyOne Only

concrete work in RCC SLAB G.F

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

16.0 4270.00 bending, binding and placing in position complete upto floor two level 77.29 Rupees SeventySeven Paise TwentyNine Only Cu.M

P & F flush door shutters, solid core construction with frame of first class

hardwood with cross board and face veneer or plywood face panels,

Rupees One Thousand Eight Hundred

17.0 14.40 including anodised alluminium butt hinges with necessary screws. (B) Non- 1829.74 Sq.Mt

TwentyNine Paise SeventyFour Only

decorative type and block board core anodised alluminium butt hinges in

flush door shutters (2) 35 mm thick.

P & F window having extruded aluminum Colour anodized section frame

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

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 Rupees One Thousand Seven Hundred Thirteen

0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of Jindal Paise Seventy Only

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

P & F Safety grills of required pattern for windows / Door using 16mm dia

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

Rupees One Hundred Eleven Paise ThirtyFive

19.0 702.00 required spacing as per design and hold fasting with coach bolts including 111.35 K.g

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

Providing 10 mm. thick cement plaster in single coat for plastering on

ceiling and soffits of stairs upto floor two level and finished even and Rupees One Hundred SeventySeven Paise Fourty

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

(Including White Washing two Coats)

Providing 15mm thick plaster in on brick / concrete wall for interior

plastering mala finished even and smooth (i) Cement Mortar 1:3 ( 1 Rupees One Hundred EightySeven Paise Seven

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

Providing 20 mm thick double coat mala cement plaster on interior brick /

concrete work for plastering comprising of base coat of 12 mm thick

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

Rupees Two Hundred NinetySix Paise SixtyFive

22.0 438.20 finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 296.65 Sq.Mt

Coarse sand) finished with trovel including scaffolding curing etc.

complete (including White Washing two Coats)

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

Rupees Three Hundred FourtyNine Paise Ten

23.0 120.00 sand : 4-graded stone 20mm nominal size) laid in one layer and finished 349.1 Sq.Mt

with a floating coat of neat cement. (B) 50mm thick.

Providing, laying and fixing Name plate (Size 0.90 X 0.60 mt.) with

required writting letter or figures on granite slab stones slab works with

black japan paint with with approved paint including all materials for Rupees Five Thousand Nine Hundred FourtyFour

painting laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3- Paise FourtySix Only

coarse sand ) finishing with flush pointing with color mix in white cement.

In Words Rupees Sixteen Lakh FourtySeven Thousand One Hundred Eighteen Paise SixtyFour 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

* (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- GST at 18% will be charged on the bill generated.

Nagarpalika Tharad