S R To Sarkari Vasahat at Palanpur Ta : Palanpur Dist : Banaskantha (Pro. Compound wall and Misc work)

Name of Work :S R to Sarkari Vasahat at Palanpur Dist : Banaskantha (Pro. Compound Wall & Misc.

l\,4emorandum showing item of work to be carried out

It Quantity Item Description Estimated Rate Unit TotalAmount

No Estimated (in Rs.) according to

But may be estimated

ln Fiture ln Words

more or less quantities

1, 41,.40 Excavation for foundation upto 1.5 m depth including sorting out 122.94 Rupees One Hundred Cu. N,4 5

and stacking of useful materials and disposing off the excavated Twenty Two And

stuff upto 50 Meter lead.(A) Loose or soft soil Paise N inety Four

2 9.00 Providing and aying cement concTete 1:3:6 (1-Cement : 3- coarse 2978.97 Rupees Two Cu.M 26810.7I

sand : 6- hand broken stone aggregates 40 mmnominal size) and Thousand Nine

curing complete excluding cost of formwork in (A) Foundation and Hundred Seventy

Eight And Paise

Ninety Seven Only

3 22.20 Brick work usinB common burnt clay building bricks having crus ring 4214.33 Rupees Four Cu. M

strength not less than 35 kg./Sq.Cm. in foundation and plintt in Thousand Two

Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional Hundred Fourteen

And Paise Thirty

4 15.5 0 Provlding and laying cement concrete work 1:2;4 (1- Cement:2- 4423.42 Rupees Four CU,M

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and Thousand Twenty

curing complete excluding cost of formwork and reinforcement for Three And Paise Forty

reinforced concrete work in (B) 5iabs, landing, shelves, Balconis , Two Only

Llntels, Beams, Glrders and Cantilever upto floor two level.

It. Quantity Item Description Estimated Rate Unit TotalAmount

No. Estimated (in Rs.) according to

But may be estimated

ln Figure ln Words

more or less quantities

5 10.40 Demolition of Brick work and stone masonry including stacking of 374.1,4 Rupees Three Cu.M 3

serviceable materilas and disposal of unserviceable materials with Hundred Seventy

all lead and lift. (i) ln Lime Mortar

6 49.70 Brick work using common burnt clay building bricks having crushing 4496.05 Rupees Four C u.lvl

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

Cement Mortar 1:6 (L'Cement:6 -fine sand) (B) conventional Hundred Ninety Six

(superstructure above plinth level upto floor two level) And Paise Five Only

7 1024.50 Remov ng and scraping of old deteriorated plaster of any thickness 19.89 Rupees Nineteen And Smt 2037

fromm wall / R.C.c member including stacking of serviceable Paise Eighty N ine Onlv

material and disposal of unserviceable from site of work with all lead

E 95 5.7 0 20mm thick sand faced cement plaster on walls upto height 10 320.70 Rupees Three Sq.Mt

metres above ground level consisting of 12mm thick backing coat of Hundred Twenty And

C.lv]. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. Paise Seventy Only

1:1 (1-cement : 1-sand) etc. complete

9 e6lJa Finishing wall with weather proof exterior emulsion paint on wall 73.83 Rupees Seventy Three 5q.Mt 7

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

thoroughly brushing the surface to remove all dirt, and remains of Three Only

loose powd ered materials.etc complete

10 65 3.00 Dismentling barbed wire in fencing including making rolls and also 68.14 Rupees Sixty Eight Rmt

including dismentling fencing posts including all earth work concrete And Paise Fourteen

in base and making good the disturbed ground stacking useful Only

materials as directed and disposing as directed and disposing of the

unserviceable rnaterials with all lead and lift.

It QuantitY Item Description Estimated Rate Unit TotalAmouht

No Estimated (in Rs.) according to

sut;#ue ln FiBure ln Words

mote ot less quantities

11 653.00 Providing and fixing RAZOR Coil with Blade 16MM, Clips per Spiral-5, 274.72 Rupees Two Hundred Rmt 179392.1-6

Hot Dlpped Galvanized 200 GSM, Tape Thickness 0.50 MM, Gl Spring Seventy Four And

Core Wire 2.60MM Thick {avg weight 9.50 KC I 6 mt}, and 5 Rows o Paise Seventv Two

galvanised steel barbed wire weighing 9.38 Kg. per 100 Metre in

M.S. Angle posts 45 mm. X 45 mm. X 6 mm. and oil painting 3 coats

flxed at 3.0 mt. C/C strained and fixed to posts with G.l. staples,

including fixing posts in compound wall as per requirement.

Rupees Ten Lakh(s) Thirty Six Thousand Four Hundred Seventy Nine And Paise Forty Three Only

l/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. Arnount of my/our tender works out as under

* Estimated amount put to tender * Estimated amount put to tender

Ded uct :_ %below Rs Add :_ %above Rs

Net Rs. Net Rs.

ln words ln words

{* Strike whichever is not applicable.} ix Strike whichever is not applicable.)

Signature of Contractor Executive Engineer

R&BDn.,Palanpur

It Quantity Item Description Estimated Rate Unit TotalAmount

Estimated (in Rs.) according to

But may be estimated

more or less quantities

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-ln- Charge for which no

extra payment shall be made.

2 credit Amount Rs. 7008.40 for disrnantling of rr-raterials shall be deducted from nrnning account bill

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

4 GST and lncome tax TDS will be deducted at a source while making payments of bills

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

Consum ption/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

cost of difference of cement consumption have been deducted from the rate of origlnal item at the rate of input rate mentioned in all the

Signatu re of Contractor Executive Engineer

R&BDn.,Palanpur