Construction of New Open R.C.C. Well 5.00 Mt. Dia And 30.00 Mtr Depth. At Village Daliya Under Rejuvenation Programme

DALIYA VILLAGE WATER SUPPLY SCHEME

SCHEDULE SHOWING THE ITEMS TO BE SUPPLIED BY THE DEPARTMENT FOR THE WORK OF CONSTRUCTION OF NEW OPEN R.C.C. WELL 5.00 MT. DIA AND 30.00 MTR DEPTH. AT VILLAGE DALIYA UNDER REJUVINATION PROGRAMME.

TALUKA: GONDAL DIST.: RAJKOT

S C H E D U L E -- A

Sr.No. Particulars Approximate Quantity Unit Rate / Unit Place of delivery

1) Contractor shall have to buy and bring ordinary portland cement as per IS 8112-1989 & IS 12269-1987 or its latest revision with ISI mark from open market and produce the bill of purchase along with necessary test certificate at the time of claiming running account bills. The cement shall be tested in the Departmental laboratory at the cost of the contractor whenever instructed by Engineer-in-charge. No extra cost should be claimed by the contractor for the same.

2) All materials except shown in Schedule-A and required for the work shall be provided by the contractor.

3) The contractor shall arrange lifting and carting of materials from departmental store to site of work which includes loading, unloading and proper stacking of materials.

4) The contractor has to provide safe store before taking delivery of materials.

5) The materials not shown in Schedule-A will be issued at issue rate or market rate which is on higher side if the same is available with the departmental and if found in the interest of the work.

6) Any material remaining un-used at the time of completion of work or termination of contract shall be returned to departmental store in perfectly good condition at contractor's cost. When materials are supplied free of cost for use in work and surplus and unaccounted balance thereof are not returned to the department, recovery in respect of such balances will be effected at double the applicable issue rate of the material or the market rate whichever is higher.

SIGNATURE OF CONTRACTOR DEPUTY EXECUTIVE ENGINEER PHS SUB DIVISION GONDAL

DALIYA VILLAGE WATER SUPPLY SCHEME

MEMORANDUM SHOWING THE ITEM OF WORK TO BE CARRIED OUT BY THE CONTRACTOR FOR THE WORK OF CONSTRUCTION OF NEW OPEN R.C.C. WELL 5.00 MT. DIA AND 30.00 MTR DEPTH. AT VILLAGE DALIYA UNDER REJUVINATION PROGRAMME.

TALUKA: GONDAL DIST.: RAJKOT

S C H E D U L E -- B

GWSSB SOR 2022-23

Qty Unit Item Rate Per Amount

Excavation for well including removing and spreading the excavated stuff as directed with all lead.

A- In all sorts of soils & soft murrum

13.66 Cum i- From 0.00mts to 0.50mts depth 128.00 Cum 1748.35

B- In Hard murrum

27.32 Cum i- From 0.50mts to 1.50mts depth 186.00 Cum 5081.15

C- In soft rock

40.98 Cum ii- From 1.50mts to 3.00mts depth 286.00 Cum 11719.42

D- In hard rock with blasting & chieselling or by chieselling only for finishing

40.98 Cum I- From 3.00mts to 4.50mts depth 691.00 Cum 28315.11

40.98 Cum II- From 4.50mts to 6.00mts depth 707.00 Cum 28970.74

29.44 Cum III- From 6.00mts to 7.50mts depth 726.00 Cum 21371.63

29.44 Cum IV- From 7.50mts to 9.00mts depth 748.00 Cum 22019.25

29.44 Cum V- From 9.00mts to 10.50mts depth 779.00 Cum 22931.81

29.44 Cum VI- From 10.50mts to12.00mts depth 812.00 Cum 23903.25

29.44 Cum VII- From 12.00mts to 13.50mts depth 844.00 Cum 24845.25

29.44 Cum VIII- From 13.50mts to 15.00mts depth 878.00 Cum 25846.13

29.44 Cum IX- From 15.00mts to 16.50mts depth 910.00 Cum 26788.13

29.44 Cum X- From 16.50mts to 18.00mts depth 943.00 Cum 27759.56

29.44 Cum XI- From 18.00mts to 19.50mts depth 976.00 Cum 28731.00

29.44 Cum XII- From 19.50mts to 21.00mts depth 1012.00 Cum 29790.75

29.44 Cum XIII- From 21.00mts to 22.50mts depth 1053.00 Cum 30997.69

29.44 Cum IXV- From 22.50mts to 24.00mts depth 1094.00 Cum 32204.63

29.44 Cum XV- From 24.00mts to 25.50mts depth 1135.00 Cum 33411.56

29.44 Cum XVI- From 25.50mts to 27.00mts depth 1212.00 Cum 35678.25

29.44 Cum XVII- From 27.00 mts to 28.50mts depth 1294.00 Cum 38092.13

29.44 Cum XV- From 28.50 mts to 30.00mts depth 1386.00 Cum 40800.38

Extra for dewatering for excavation in wet condition and in all strata.

29.44 Cum. V- From 9.00mts to 10.50mts depth 96.00 Cum 2826.00

29.44 Cum. VI- From 10.50mts to12.00mts depth 111.00 Cum 3267.56

29.44 Cum. VII- From 12.00mts to 13.50mts depth 139.00 Cum 4091.81

29.44 Cum. VIII- From 13.50mts to 15.00mts depth 186.00 Cum 5475.38

29.44 Cum. IX- From 15.00mts to 16.50mts depth 191.00 Cum 5622.56

29.44 Cum. X- From 16.50mts to 18.00mts depth 218.00 Cum 6417.38

29.44 Cum. XI- From 18.00mts to 19.50mts depth 251.00 Cum 7388.81

29.44 Cum. XII- From 19.50mts to 21.00mts depth 273.00 Cum 8036.44

29.44 Cum XIII- From 21.00mts to 22.50mts depth 309.00 Cum 9096.19

29.44 Cum IXV- From 22.50mts to 24.00mts depth 341.00 Cum 10038.19

29.44 Cum XV- From 24.00mts to 25.50mts depth 369.00 Cum 10862.44

29.44 Cum XVI- From 25.50mts to 27.00mts depth 404.00 Cum 11892.75

29.44 Cum XVII- From 27.00 mts to 28.50mts depth 436.00 Cum 12834.75

29.44 Cum XV- From 28.50 mts to 30.00mts depth 468.00 Cum 13776.75

providing & laying Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 20 mm nominal size) and curing complete incl cost of form work but excluding cost of reinforcement for well staining work

ring beam and vertical wall

2.30 cum for Ring Beam 5984.00 cum 13763.20

18.70 cum for vertical wall 5984.00 cum 111900.80

0.85 MT Supplying cutting, bending, binding and placing in position steel 73208.00 MT 62226.80

as per plan and design and as per ISS 2502 including cost of steel

and binding wire for reservoirs/structures only including lift up to

6 meter height or depth below G.L. for all diameters

Do-Thermo mechanically treated (TMT) bars Fe-415 grade for all diameters

Total Rs. 840,523.94

Say Total Rs. 840,524.00

I/We am/are willing to carry out the work at…...............% above/below…...................percentage (should be written in figure & words) above/below the estimated rates mentioned above/below amount of my/our tender worked out as under :-

Estimated Amount put to tender Estimated Amount put to tender.

Rs. Add. % Rs. Deduct %

Above Rs. Below Rs.

Total Rs. Total Rs.

(In words Rupees (In words Rupees

Signature of the Contractor Executive Engineer

P.H.Works Division

S I T E P L A N

DALIYA VILLAGE WATER SUPPLY SCHEME

TALUKA:-GONDAL DISTRICT:- RAJKOT

ESTIMATE FOR CONSTUCTION OF NEW OPEN R.C.C. WELL AT DALIYA UNDER REJUVINATION PROGRAMME

R.C.C. Wall 0.15 Mt. Thick

1.20 mt.Above G.L.

Vertical Wall 0.15mt.thick R.C.C.

Ring Beam 0.45 x 0.30mts

10 mm Ø 6 Nos. (Radial bars)

8 mm Ø 20 cm c/c (Stirrups)

10 mm Ø 30 cm C/C circular at both faces in staggered fashion

30.00mts. SECTION

10 mm Ø 30 cm C/C vertical at both faces in staggered fashion

SCHEDULE OF BARS

DEPUTY EXECUTIVE ENGINEER

ESTIMATE FOR CONSTUCTION OF NEW OPEN R.C.C. WELL AT DALIYA UNDER REJUVINATION PROGRAMME

TALUKA:- GONDAL DISTRICT:- RAJKOT

STEEL MEASUREMENT FOR WELL

10 MM DIA.MAIN STEEL LENGTH

NO NO PAI Dia. total length Note

INNER SIDE 6 3.14 5.45 102.678 Rmt 5.00 DIA+0.45 beam (5.45 mt C/C)

STIRRUPS 63.35 A

STIRRUPS 8mm dia 86.00 1.60 137.60 Rmt

For Vertical wall 54.35 B

8mm dia @ 0.30 mt. c/c 8mm taken up to 6.00 mt length Below GL + 1.1 above GL + 0.2 in beam + 0.1 hook at Top

Vertical (both faces in staggered fashion) 62.00 124.00 7.50 930.00

Horizontal (both faces in staggered fashion) 23.00 46.00 3.14 5.75 830.53

total 1760.53 R mt

Total A+B+C 813.11

Add 5% wastage 40.66

total 853.80 Kg

Dy.Executive Engineer,