Annual Rate for Labaor work of Water Work Department Repairing & New Work of Visavadar Nagarpalika At, Various Area of Visavadar, District: Junagadh (One work will have to be done up to a limit of Rs. 5.00 Lakh). (Second Attempt)

Name of Work : Annual Rate for Labaor work of Water Work Department Repairing & New Work of

Visavadar Nagarpalika (One work will have to be done up to a limit of Rs. 5.00 Lakh)

LOCATION:- VARIOUS AREA OF VISAVADAR CITY

Item Description Unit Rate

(C) LABOUR WORK SECTION

1 Lowering, laying and jointing PVC pipes and specials of following class and

diameter including cost of conveyance from stores to site of works including cost of

labour, material, except cement solvent, giving satisfactory hydraulic testing as per

1.1 (1) 63mm Rmt

2 Lowering, laying and jointing HDPE pipes and specials of following class and

diameter (By butt fusion welding method) including cost of conveyance from stores

to site of works including cost of labour, material, giving satisfactory hydraulic

testing etc. comp.

3 Lowering, laying and jointing G. I. pipes with G. I. specials of following diameters in

proper position, grade and alignment as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving hydraulic testing, etc.comple

3.1 (D) 32mm dia Rmt

3.2 (E) 50mm dia Rmt

3.3 (F) 65mm dia Rmt

3.4 (G) 80mm dia Rmt

3.5 (H) 100mm dia Rmt

3.6 (I) 125mm dia Rmt

3.7 (j) 150mm dia Rmt

4 Lowering, laying and jointing A.C. pipes with A.C. Couplers and C.I. for M. S.

specials of following diameters in proper position, grade and alignment as directed

by Engineer-in-charge including conveyance from stores to site of work, labour,

giving hydrulic testing etc comp.

Item Description Unit Rate

5 Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly

valves, Sluice valves and Air valves including cost of all labour, jointing material,

including nut bolts and giving satisfactory hydraulic testing, etc. complete.

6 Lowering, laying and jointing C.I. S & S Spun pipes suitable for Tyton joints / Motar

lined D.I. Pipe of Various classes with CI /MS specials of following diameters in

proper position, grande and alignment as direcred by Engineer in charge including

hydraulic testin etc. comp.

7 Excavation upto necessary depth for Tapping of any kind of Existing pipeline in

Visavadar , After Excavation making holes in pipeline, and proper arrangements of

accessories on site as per condition.including Tapping Pipe 15MM Dia. CPVC up to

6mtr Long and Fitting of long/short Collar and water testing along with tapping All

kind of Accessories like Long/Short Collar, Cement - Concrete Labour Payment,

Nut Bolt Etc. will be given separately by Visavadar Nagarpalika. No.

8 Only Labour Work of leakage rapering work in any pipeline of water supply scheme

in which Excavation of upto LWD 2.00 x 1.00 x 1.50 mt. dimension with Dewatering

process along with Refilling of site. (Necessary Pipeline Reapairs can be done by

the Municipality Plumber) All Materials needed for Repair Work will be Provided by

the Visavadar Nagarpalika. No.

9 Demolition and disposal of unserviceable materials with all lead and lift. (i) Cement

concrete. Cumt.

10 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all

with shoring and struting if required as per required gradient and line including

safety provisions using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and strata as specified.

10.1 Upto 1.50 mt depth

In all sorts of soil and soft murrum Cumt.

In hard murrum, boulders incl. macadam road. Cumt.

In soft rock and/or masonry in CM or L M or Lime Concrete. Cumt.

In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by

chiseling/breaking only. Cumt.

10.2 1.50 mt to 3.00 mt depth

In all sorts of soil and soft murrum Cumt.

In hard murrum, boulders incl. macadam road. Cumt.

In soft rock and/or masonry in CM or L M or Lime Concrete. Cumt.

In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by

chiseling/breaking only. Cumt.

Item Description Unit Rate

10.3 3.00 mt to 4.50 mt depth

In all sorts of soil and soft murrum Cumt.

In hard murrum, boulders incl. macadam road. Cumt.

In soft rock and/or masonry in CM or L M or Lime Concrete. Cumt.

In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by

chiseling/breaking only. Cumt.

11 Refilling of available Sand from the Excavation of Pipeline. Cumt.

12 Operating and Working With JCB As per the Instruction of Nagarpalika Including All

operational Costs Such as Fuel, Transportaion, Driver, Etc all Complete Hrs.

13 Operating and Working With JCB with breaker As per the Instruction of

Nagarpalika Including All operational Costs Such as Fuel, Transportaion, Driver, Hrs.

14 Loading and Unloading along with Trip And Operating With Tractor Trolly As per

the Instruction of Nagarpalika Including All operational Costs Such as Fuel,

Transportaion, Driver, Etc all Complete (10 Hours) Day

15 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4)

(proportions as per mix design or as per Table 9 of IS456 2000 in masses by

weighbatching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC

work,including scaffolding centering, form work, needle vibrated consolidation,

curing comp. up to 6 meter depth or height (excluding cost of reinforcement and

neatfinishing) with centering and shuttering/deshuttering etc. comp. for structure for

other than water retaining.

15.1 Footing (without form work) Cumt.

15.2 Footing for column or foundation (with form work) Cumt.

16 Providing and casting in situ C.C. in grade M-20 (proportions as per mix design or

as per table9 of IS456 2000 in masses by weigh batching ) using granite, quartzite

trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering,

formwork, needle vibrated consolidation, curing complete up to 6 meter depth or

height (excluding cost of reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. complete for structure other than water retaining (Below

16.1 Footing (without form work) Cumt.

16.2 Footing for column or foundation (with form work) Cumt.

17 Construction of valves chambers in brick or bela stone masonry, locally

available in C. M. 1:6. Foundation concrete 150 mm thick in C. C. 1:4:8 of trap

metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3 and cement

pointing outside in C. M. 1:3 and top cover of precast RCC slab 100 mm thick (with

key hole in two parts, each with handles or MS Bar etc. complete as given size)

Upto 1 Mt. depth from G. L. to pipe invert level incl. complete civil works but excl.

cost of excavation and refilling, with cast in situ RCC slab in one single piece with

fixing of CI-MH Frame and cover (excl. cost of CI-MH Frame and cover) with

mm thick brick masonry wall in C.M.1:6

Size of chamber 0.90 m x 0.90 m and 1.0 mt. deep

17.1 With precast slab in two parts 15 mm No.

17.2 do - with single piece 10 cm with fixing M. H. cover No.

Size of chamber 0.60 m x 0.60 m and 1.0 mt. deep

17.3 With precast slab in two parts 15 mm No.

17.4 do - with single piece 10 cm with fixing M. H. cover No.

18 Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm

incl. form work curing consolidation etc. complete for various location on pipe line

18.1 using trap metal 20 mm nominal size Cumt.

Stamp with Signature of Contractor Visavadar Nagarpalika

Chief Officer President

Visavadar Nagarpalika Visavadar Nagarpalika

Visavadar Visavadar