Construction of Muktidham at Village Hathala, Ta. Bhanvad, Dist. Devbhumi Dwarka. (Eighth Attempt)

Name of work: Construction of Muktidham at Village Hathala, Ta. Bhanvad , Dist. Devbhumi Dwarka.

Taluka :- Bhanvad Dist :- D.B.Dwarka

1 Construction of Muktidham at Village Hathala, Ta. Bhanvad , Dist. Devbhumi Dwarka.

Memorandam showing the items of work to be carried out

Item Quantities Estimated Rates

No estimated In Figures Total amount

No estimated In Figures Total amount

but may be Rs. Ps. according to

Item of works Unit

more or less. In words estimated

1 10.67 Excavation for foundation upto 1.50 Mt. depth incl. 157.33 Rs. One Hundred Cum

Fifty Seven and

sorting out & staking of useful materials & dipositing

of excavated stuff upto 50 Mt. lead in Dence Or Hard Three Only.

Soil.(SOR Page No.64 Item Code 04001B)

2 12.96 Excavation for foundation upto 1.50 Mt. depth incl. 267.08 Rs.Two Hundred Cum

Sixty Seven and

sorting out & staking of useful materials & dipositing

Paise Eight Only.

of excavated stuff upto 50 Mt. lead in hard

murrum(SOR Page No.64 Item Code 04001C)

3 1.44 Providing and laying Cement Concrete 1:3:6(1- 3024.89 Rs.Three Cum

Thousand Twenty

Cement : 3 Coarse sand : 6 Crush stone aggregate

40 mm nominal size) and curing complete excluding Eighty Nine Only.

cost of formwork ( A ) Foundation & Plinth. More

than 10 ton (SOR P. 40 / Item 5007A/NBO 5.3.3)

4 5.70 Providing and laying ordinary cement concrete 9062.91 Rs. Nine Cum

1:1.5:3 (1-cement: 1.5-coarse sand: 3-graded stone

aggregates 20mm nominal size) and finishing Ninty One Only.

smooth with,curing etc. complete including the cost

of formwork but excluding the cost of reinforcement

for R.C.C work in (B) COLUMNS: (ii) Having cross-

sectional area more than 0.12 Sq.M and upto

Sq.M (SOR Pg No 76, Item No: 05031B3 )

Basic Rate CC 1:2:4 8606.80 + Cement Difference (

5 0.92 Providing and laying ordinary cement concrete 10910.98 Rs. Ten cum

1:1.5:3 (1-cement: 1.5-coarse sand: 3-graded stone

Hundred Ten and

aggregates 20mm nominal size) and finishing Paise Ninty Eight

smooth with,curing etc. complete including the cost Only.

of formwork but excluding the cost of reinforcement

for R.C.C work in (B) COLUMNS: (ii) Having cross-

sectional area more than 0.08 Sq.M and upto

Sq.M (SOR Pg No 76, Item No: 05031B2 )

Basic Rate CC 1:2:4 10436.58 + Cement Difference

6 12.64 Filling available excavated earth (excluding rock) in 136.92 Rs. One Hundred Cum

trenches. plinth, sides of foundations etc. in layers

Paise Ninty Two

not exceeding 20 cm. in depth consolidating each Only.

disposited layer by ramming and watering.(SOR P.

7 7.47 Filling in foundation and plinth with murrum or 301.78 Rs. Three Cum

Hundred One and

selected soil in layers of 20 cm. thickness including

watering ramming consolidating and dressing etc Eight Only.

complete Upto 10 ton (SOR Pg. 66/Item no.

8 3.59 Providng and laying ordinary cement concrete 8035.64 Rs. Eight Cum

Thousand Thirty

1:1.5:3 (1-cement: 1.5-coarse sand: 3-graded stone

aggregates 20mm nominal size) and finishing Sixty Four Only.

smooth with, curing etc. complete including the cost

of form work but excluding the cost of reinforcement

for R.C.C. work in Plinth BEAMS (ii) Havind cross-

sectional area more than 0.08Sq M. and upto

Sq. M. (SOR Page No.76 Item Code 05031A2)

Basic Rate CC 1:2:4 7589.70 + cement Difference (

9 28.39 White Stone Bela mesonry block in course in 6479.69 Rs. Six Thousand Cum

superstructure with stone of approved quality in Lime

Seventy Nine and

Mortar 1:6 (1-Cement : 6- course sand) including Paise Sixty Nine

packing the joints etc.complete.(07011A) Only.

10 8.40 Provoding and fixing flush door shutters, solid core 1829.74 Rs. One SqM.

construction with frame of first class hardwood with

cross board and face veneer or plywood face Nine and Paise

panels, including anodised alluminium butt hinges Seventy Four

with necessary screws. (B) Non-decorative type Only.

and block board core anodised alluminium butt

hinges in flush door shutters 35 mm thick.. (upto

ton) (SOR Pg No 96, Item No 10011)

11 3.86 Providing and laying ordinary cement concrete 1:2:4 10217.23 Rs.Ten Thousand Cum

(1- Cement 2- coarse sand : 4- graded stone

aggregates 20 mm nominal size) for R.C.C lintel Paise Twenty

including finishing smooth with,curing etc. complete Three Only.

including the cost of formwork but excluding the cost

of reinforcement. (SOR Page No.75 Item Code

12 0.32 Providing and laying ordinary C.C. 1:2:4 ( 1 Cement, 6672.74 Rs.Six Thousand Cum

2 course sand, 4 graded stone aggregate 20mm

Seventy Two and

nominal size) for rainforce concrete Chhajas not Paise Seventy

exceeding 10 Cm. thickness upto flour two level incl. Four Only.

finishing the expose surface with cement morter 1:3

( 1 Cement, 3 fine sand) to give & smooth and even

surface centering and formwork and curing comp.

(SOR Page No.70 Item Code 5012A.5.4.4)

13 92.93 Providing corrugated GI Sheet of class 3 roofing 734.19 Rs.Seven Sqm

fixed with galvanished iron J or L hooks bolts and

nuts 8 mm diameter with bitumen and G I limpet One Nine Only.

washer or GI Limpet washer. Filled with white lead

complete excluding the cost of purnlins rafters and

trusses. (1) 0.80mm thick sheet.

14 1196.48 Providing & fixing H.Y.S.D. Bar rainforcement for 63.87 Rs.Sixty Three Kg.

and Paise Eighty

R.C.C. work incl. bending, binding & placing in

position comp. upto floor two level

(SOR Page No.70 Item Code 05014A.5.4.11)

15 124.10 20mm thick sand faced cement plaster on wall upto 315.69 Rs.Three SqM.

Hundred Fifteen

height 10 meters above ground level consisting of

and Paise Sixty

12mm thick backing coat of CM 1:3 ( 1-cement : 3- Nine Only.

sand) and 8mm thick coat of 1:1 ( 1-cement : 1-

sand) etc. complete.

(SOR Page No.131 Item code 17009.17.95)

16 155.91 Providing 15mm thick cement plaster in single coat 180.40 Rs.One Hundred SqM.

Eighty and Paise

on brick/ concrete wall for interior plastering upto

floor two level finished even & smooth in C.M. 1:3 (

Cement, 3 sand) (SOR Page No.130 Item Code

17 7.22 Providing and laying cement concrete 1:2:4 (1 3784.74 Rs.Three Cum

cement : 2 coarse sand : 4 graded stone aggreagate

20 mm nominal size) and curing complete excluding Four and Paise

cost of formation work in (a) foundation and plinth. Seventy Four

(SOR code 5010AA) Only.

18 5.42 Providing and laying cement concrete 1:4:8 (1 2769.69 Rs.Two Cum

cement : 4 coarse sand : 8 graded stone aggreagate

40 mm nominal size) and curing complete excluding Nine and Paise

cost of formation work in (a) foundation and plinth. Sixty Nine Only.

(SOR code 5004A)

19 273.66 Distempering with dry distemper of approved brand 66.23 Rs.Sixty Six and SqM.

and manufacture (two coats) and of required shade

on wall surfaces of given an even shade, over and

including a priming coat of whiting after thoroughly

brooming the surface free from mortar dropping and

other foreign matter.

(SOR P.no.134/it.no. 18016+P.no.135/it.no.

20 1.00 Providing Crematorium for Human Body corpses 621150.00 Rs.Six Lack Nos

that do Cremation of Body with Use of wood with

Providing Bone Ash tray, Faze blower, Chimney Hundred Fifty

pipe, including Installation, Transportation, Only.

Unloading etc. complete.

21 0.89 White Stone Bela mesonry block in course in 6507.95 Rs.Six Thousand Cum

superstructure with stone of approved quality in Lime

Seven and Paise

Mortar 1:5 (1-Cement :5- course sand) including Ninty Five Only.

packing the joints etc. complete.

(SOR it.code 07010A)

22 1.00 Providing, Supplying and fitting of 1000 liter water 4943.23 Rs.Four Nos

tank with pipes 20mm (1.50m) & 40 mm (2.50m),

PVC Reducer 40mm to 20 mm, PVC Tee 40 mm, Three and Paise

PVC End cap 20mm, PVC Bib tap 20mm 5 Nos, Twenty Three

PVC coupling 20 mm and adhesive all other required Only.

item included completed.

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/over 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…………………

*(Please strike out whichever is not applicable).

Note 1 All works 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 columns should be struck by the contractor under his signature .

Note-3 Rates quotes 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,

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

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub- Division Panchayat R&B Division

Bhanvad D.B.Dwarka