Construction of Open well of Dia. 6.0 and 30.0 m.deep at Village Dhunana gam under Rejuvination programme TAL.- PADADHARI DIST. :RAJKOT

DHUNANA GAM VILLAGE WATER SUPPLY SCHEME

TALUKA:-PADDHARI DISTRICT:- RAJKOT

S C H E D U L E - A

Name Of Work : Estimate For Construction Of New Well of 6.0 mts. Dia & 30.00 mts. Deep @ Dhunana gam Village for under rejuvenation programme

Sr. No. Particulars Approximate Quantity 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-Dn. No.-1,

DHUNANA GAM VILLAGE WATER SUPPLY SCHEME

TALUKA:-PADDHARI DISTRICT:- RAJKOT

S C H E D U L E- B

Name Of Work : Estimate For Construction Of New Well of 6.0 mts. Dia & 30.00 mts. Deep @ Dhunana gam Village for under rejuvenation programme

Qty Unit Item Rate Per Amount

Excavation for well including removing and spreading the excavated stuff as directed with lead upto 90 M

A- In all soils & soft murrum

56.1 Cum 1- From 0.00mts to 1.50mts depth 128 Cum 7180.8

B- In hard murrum

56.1 Cum 2- From 1.50mts to 3.00mts depth 199 Cum 11163.9

C- In soft rock

56.1 Cum 3- From 3.00mts to 4.50mts depth 300 Cum 16830

56.1 Cum 4- From 4.50 mts to 6.00mts depth 317 Cum 17783.7

42.4 Cum 5- From 6.00mts to7.50mts depth 336 Cum 14246.4

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

42.4 Cum 6-From 7.50mts to 9.00mts depth 748 Cum 31715.2

42.4 Cum. 7- From 9.00mts to 10.50mts depth 779 Cum 33029.6

42.4 Cum. 8-From 10.50mts to 12.00mts depth 812 Cum 34428.799999999996

42.4 Cum. 9-From 12.00mts to 13.50mts depth 844 Cum 35785.6

42.4 Cum. 10-From 13.50mts to 15.00mts depth 878 Cum 37227.2

42.4 Cum. 11-From 15.00mts to 16.50mts depth 910 Cum 38584

42.4 Cum. 12-From 16.50mts to 18.00mts depth 943 Cum 39983.2

42.4 Cum. 13-From 18.00mts to 19.50mts depth 976 Cum 41382.4

42.4 Cum. 14-From 19.50mts to 21.00mts depth 1012 Cum 42908.799999999996

42.4 Cum. 15-From 21.00mts to 22.50mts depth 1053 Cum 44647.2

42.4 Cum. 16-From 22.50mts to 24.00mts depth 1094 Cum 46385.6

42.4 Cum. 17-From 24.00mts to 25.50mts depth 1135 Cum 48124

42.4 Cum. 18-From 25.50mts to 27.00mts depth 1212 Cum 51388.799999999996

42.4 Cum. 19-From 27.00mts to 28.50mts depth 1294 Cum 54865.6

42.4 Cum. 20-From 28.50 mts to 30.00mts depth 1386 Cum 58766.4

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

42.4 Cum. 8-From 10.50mts to 12.00mts depth 111 Cum 4706.4

42.4 Cum. 9-From 12.00mts to 13.50mts depth 139 Cum 5893.599999999999

42.4 Cum. 10-From 13.50mts to 15.00mts depth 186 Cum 7886.4

42.4 Cum. 11-From 15.00mts to 16.50mts depth 191 Cum 8098.4

42.4 Cum. 12-From 16.50mts to 18.00mts depth 218 Cum 9243.199999999999

42.4 Cum. 13-From 18.00mts to 19.50mts depth 251 Cum 10642.4

42.4 Cum. 14-From 19.50mts to 21.00mts depth 273 Cum 11575.199999999999

42.4 Cum. 15-From 21.00mts to 22.50mts depth 309 Cum 13101.6

42.4 Cum. 16-From 22.50mts to 24.00mts depth 341 Cum 14458.4

42.4 Cum. 17-From 24.00mts to 25.50mts depth 369 Cum 15645.6

42.4 Cum. 18-From 25.50mts to 27.00mts depth 404 Cum 17129.6

42.4 Cum. 19-From 27.00mts to 28.50mts depth 436 Cum 18486.399999999998

42.4 Cum. 20-From 28.50 mts to 30.00mts depth 468 Cum 19843.2

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 20mm nominal size) and curing complete incl. coat of formwork but excluding cost of reinforcement for well staining work and ring beam in well

24.8 Cum. Ring Beam 45cm x 30cm and Vertical Wall 15cm Thick for well in M-150 grade 5984 Cum 148403.2

Purchasing and supplying at site of work M.S.reinforcement of various dia. incl. Rly.freight, loading, unloading, cutting, insurance charges etc. complete TMT Fe 415

1.4 MT Thermo mecanically treated (TMT) bars Fe-415 grade for all diameters 73208 MT 102491.2

I/we herby agree to carry out the above work ……..% (…………………percentage) Above/Below the above mentioned rates

Sign. Of contractor EXECUTIVE ENGINEER

P. H. W. DN NO.-1

S I T E P L A N

Name Of Work : Estimate For Construction Of New Well of 6.0 mts. Dia & 30.00 mts. Deep @ Dhunana gam Village for under rejuvenation programme

TALUKA:-PADDHARI DISTRICT:- RAJKOT

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)

6 mm Ø 101 Nos. (Stirrups)

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

30.00mts. SECTION

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

SCHEDULE OF BARS

DEPUTY EXECUTIVE ENGINEER

PHS.SUB DN. NO.-1