Construction of Medicine Store Room & Ramp Near Pasu Davakhana (Valighoda) At Village : Deodar Dist : Wav Tharad

Name of work :-

Construction of Medicine Store Room & Ramp Near Pasu Davakhana (Valighoda) At Village : Deodar Dist :

Item Quantities Item of Work Estimated Rate Unit Total Amount

Item Quantities Item of Work Estimated Rate Unit Total Amount

No. Estimated but According to

may be more in Figure In Words Estimated

or less / Unit Rs. Ps. Quantities

1 38.50 Excavation for foundation up to 1.50 m. depth including 117.08 Rupees One Hundred Cmt.

Seventeen And Paise Eight

sorting out & stacking of useful material & disposing off the Only

excavated stuff up to 50.0 m. lead etc.(A) Loose or soft soil

2 11.01 Providing & laying C.C 1:3:6 ( 1Cement : 3Sand : 6 Hand 2935.17 Rupees Two Thousand Cmt.

Nine Hundred Thirty Five

broken brick aggragate 40 mm nominal size) and curing And Paise Seventeen Only

complete excluding the cost of formwork in (A) Foundation

3 16.31 Brick work using common burnt clay bricks having crushing 4021.02 Rupees Four Thousand Cmt

Twenty One And Paise Two

strength not less than 35 kg / sq-cm in foundation and plinth Only

in C.M. 1:6 (1Cement : 6Sand)

4 35.12 Filling in plinth with sand under floors including watering 424.90 Rupees Four Hundred Cmt

Twenty Four And Paise

ramming,consolidating and dressing complete. Ninety Only

5 20.04 Brick work using common burnt clay bricks having crushing 4289.33 Rupees Four Thousand Cmt

Two Hundred Eighty Nine

strength not less than 35 kg / cm in Super Structure in And Paise Thirty Three

Cement Mortar 1:6 ( 1Cement : 6 Fine Sand. ) Only

Item Quantities Item of Work Estimated Rate Unit Total Amount

Item Quantities Item of Work Estimated Rate Unit Total Amount

No. Estimated but According to

may be more in Figure In Words Estimated

or less / Unit Rs. Ps. Quantities

6 84.00 pro &fixing steel door & frame 40 X 40 x 6 mm. angle with 82.42 Rupees Eighty Two And Kgs.

Paise Forty Two Only

pro.door shutters 20 guage iron sheet include provid angle

iron 25 X 25 X 3mm * iron putty of 25 X 6mm. verti & hori

supports inclu necessary welding reviting &oil painting (two

coats)....etc..comp

7 141.96 pro&fixing steel windows & frame 25 x 25 x 6 mm. angle with 82.42 Rupees Eighty Two And Kgs.

Paise Forty Two Only

pro.door shutters 20 guage iron sheet include provid angle

iron 25 X 25 X 3 mm * iron putty of 25 X 6 mm. verti & hori

supports inclu necessary welding reviting &oil painting (two

coats)....etc..comp

8 Provviding & laying ordinary C.C. 1:2:4 (1Cement : 2Sand : Rupees Nil

4Crushed stone aggragate 20 mm nominal size ) exposed

work with curing etc comp including cost of form work but

excluding the cost of reinforcement for RCC work in

3.08 1.Copping 3539.34 Rupees Three Thousand Cmt

Five Hundred Thirty Nine

And Paise Thirty Four Only

1.05 2.Lintle 10097.32 Rupees Ten Thousand Cmt

Ninety Seven And Paise

Thirty Two Only

0.96 3.Chhajah 6393.37 Rupees Six Thousand Cmt

Three Hundred Ninety

Three And Paise Thirty

Item Quantities Item of Work Estimated Rate Unit Total Amount

Item Quantities Item of Work Estimated Rate Unit Total Amount

No. Estimated but According to

may be more in Figure In Words Estimated

or less / Unit Rs. Ps. Quantities

1.15 4.Column footing 3804.20 Rupees Three Thousand Cmt

Eight Hundred Four And

Paise Twenty Only

1.27 5.Column 10408.96 Rupees Ten Thousand Cmt

Four Hundred Eight And

Paise Ninety Six Only

0.39 5.Column 10203.70 Rupees Ten Thousand Two Cmt

Hundred Three And Paise

0.63 6..Beam 7665.60 Rupees Seven Thousand Cmt

Six Hundred Sixty Five And

Paise Sixty Only

5.84 7.Slab 7475.61 Rupees Seven Thousand Cmt

Four Hundred Seventy Five

And Paise Sixty One Only

9 Providing Steel Reinforcement for RCC work Inclu. Bending Rupees Nil

Binding and Placing in Position Complete up to Floor to

227.63 1.M.S Bar 60.58 Rupees Sixty And Paise Kgs.

Fifty Eight Only

910.52 2.HYSD Bar 62.80 Rupees Sixty Two And Kgs.

Paise Eighty Only

10 46.95 Providing and laying Vitrified granite tiles 8mm thick 24" X 1280.56 Rupees One Thousand Smt.

Two Hundred Eighty And

24" SIZE in flooring treads of steps and landings laid on a Paise Fifty Six Only

bed of 12 mm. thick cement mortar 1:3 (1 cement : 3 coarse

sand) pointing in white cement and jointed with white cement

Item Quantities Item of Work Estimated Rate Unit Total Amount

Item Quantities Item of Work Estimated Rate Unit Total Amount

No. Estimated but According to

may be more in Figure In Words Estimated

or less / Unit Rs. Ps. Quantities

11 4.44 Poviding and laying Vitrified granite tiles 8mm To 10mm. 821.89 Rupees Eight Hundred Smt.

Twenty One And Paise

Thick in skirting risers of steps and dado on 10 mm. Thick Eighty Nine Only

cement plaster 1:3 (1 cement : 3 coarse sand) pointing in

white cement and jointed with white cement slur

12 199.56 Providng 15 mm thick cement plaster in single coat on fair 187.07 Rupees One Hundred Smt.

Eighty Seven And Paise

sids of brick / conc. wall for interior plastering up to floor two Seven Only

level finished even and smooth in (i) C.M. 1:3 (1 Cement :

13 2.00 Providing and fixing G.I.Rain water spout of 101.91 Rupees One Hundred One NO.

And Paise Ninety One Only

50cm.Dia.&30cm.length..etc..comp.

14 1.00 Providing & fixing Number plate of marbal plate stone of 306.14 Rupees Three Hundred Six No.

And Paise Fourteen Only

Required Size set in C.M 1:4 Including finishing and

engraving letters,etc comp.

Total Amount :- Rupees Four Lakh(s) Ninety Two Thousand One Hundred Ninety Six And Paise Five Only

Total Amount :- Rupees Four Lakh(s) Ninety Two Thousand One Hundred Ninety Six And Paise Five Only

Item Quantities Item of Work Estimated Rate Unit Total Amount

Item Quantities Item of Work Estimated Rate Unit Total Amount

No. Estimated but According to

may be more in Figure In Words Estimated

or less / Unit Rs. Ps. Quantities

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 * Estimated amount put to tender

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

Signature of Contarctor Taluka Development officer

Taluka Panchayat, Deodar