15th Finance Commission Grant

Sr No Item Description

1 Renovation Work Of Existing ESR - 6 Lac Ltr Capacity

CONSTRUCTION WORK OF STORM WATER DRAIN IN TOWN HALL

Total Net Amount :-

NOTE :-The rates quoted shall be exclusive of GST , but Inclusive of all taxes, duties which

shall not be paid extra. While GST will be paid for admissible part of actual work done at the

approved tender rates. GST Shall be paid as per prevailing rates at the time of payment.

KATHALAL NAGARPALIKA - KATHLAL

DISTRICT :- KHEDA

NAME OF WORK :- RENOVATION WORK OF EXISTING 6.00 LAC LTR CAPACITY AT SANYAS

No. Item Description Qty Rate Unit Amount

Applying Anti corrosive Chemical treatment Food

Grade epoxy for water retaining structure

including cleaning the surface with required

1 treatment and cleaning the surface thoroughly & 618.55 1668.65 Sq Mt

Making Surface dry, even & smooth for applying

treatment and coats. DCL 1400 With 3 Years

Providing The Gunniting To Interior Surface Of

Cement/Masonary/Water Tank Of Various

Capacities as Specified at Various Places With

Cement Mortar (1:2) In Thickness Of 40 mm

Including chiesling and Scrapping Loose Concrete

and Plaster Incl Providing and Fixing In Position

mm Dia Mild Steel Bars Reinforcement at 15 cm

c/c Both Ways Including Fabricating and Cost Of

Binding Wires Including centering Staging All

Equipments Etc Complete Including Scaffolding

Carting Of All Type Of Material and Equipments to

Site Of Work and Giving Hyadraulic Testing Up To

Satisfaction Of Engineers In Charge For Top

Vertical Wall 253.08 492.86 Sq Mt

Providing and applying Epoxy paint of approved

make to concrete surface for RCC ESR of GSR or

any other structure including cleaning the surface

by scrapping and air blowers to the satisfaction of

3 Engineer-in-charge necessary scaffolding etc. 918.21 111.55 Sq Mt

complete with all leads and lifts and giving

satisfactory hydraulic test for water tightness as

per IS codes. For Old Surface

Providing and fixing 50 cm wide M.S. Ladder

fabricated from M.S. Flats 10 mm x 75 mm with

20 mm dia steel bar steps in double rows, @

4 cm CIC. The include stays of 10 mm x 50 mm 25.00 3392.50 Rmt

flats fixed at 3 meter CIC with welding anchoring

and 3 coats anticorrosive paint

Providing and fixing Water Level Indicator or

depth gauge painted on TW plank 25 mm I MS

plate 4 mm thick float, level indicator sliding wire

5 on standard pulleys incl. necessary arrangement 1.00 5520.00 Nos

to prevent the swinging etc. complete with

calibration up to 5 mt height.

KATHALAL NAGARPALIKA - KATHLAL

DISTRICT :- KHEDA

NAME OF WORK :- RENOVATION WORK OF EXISTING 6.00 LAC LTR CAPACITY AT SANYAS

No. Item Description Qty Rate Unit Amount

Providing and fixing flanged steel cylinder rein

forced concrete or C.1.0.F. I Class A pipes

vertically for R.C.C. Reservoir incl. providing

6 clamps at every 3 mt incl. jointing materials such 40.00 6098.00 Rmt

as nuts, bolts. rubber packing, hydraulic testing

scaffolding etc. complete - 200 mm

Labour charges for cleaning of RCC ESR including

cleaning and removing algae, calcinations,

sludge, dirt deposi1ion from bottom and as well

7 as from wall of container, disinfection by

bleaching powder with all necessary scafolding,

tools and plants, labours and cost of disinfectant

Capacity - 170000 Ltr 1.00 3140.65 Nos

Capacity :- 250000 Ltr 1.00 2959.00 Nos

Removing of existing pipeline incl. removal of

specials, valves jointing material including carting

and stacking of removed material from site of

work to the department store as directed excl.

excavation and refilling - 200 mm DI

Total Amount :-

Total Amount :-

KATHALAL NAGARPALIKA - KATHLAL

DISTRICT :- KHEDA

NAME OF WORK :- CONSTRUCTION WORK OF STORM WATER DRAIN IN TOWN HALL TO

No. Item Description Qty Rate Unit Amount

Providing and supplying ISi Standard R.C.C.

pipes(of Sulphate Resisling Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

Including oll taxes, insurance, transportation,

1 freight charges, octroi, inspection charges, 160.00 1433.00 Rmt

loading, unloading. conveyance to departmental

stores, stacking etc. complete. (IS. 458/ 1989)

Class NP3 Test Pressure 0.7 Kg/sq.cm -

For 300 mm Dia 20.00 796.00 Rmt

Lowering, laying and jointing R. C. C. pipes in C.

M. 1:1 1/2 of following diameters in proper

position, grade and alignment at all level as

2 directed by Engineer-in-charge including 160.00 196.65 Rmt

conveyance from stores to site of work, labour,

giving hydraulic testing as per ISi code. -

For 300 mm Dia 20.00 136.85 Rmt

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

3 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. - 0.00 To 1.50 Mtr Depth

In all sorts of soil and soft murrum 275.10 102.35 Cu Mt.

In hard murrum, boulders incl. macadam road.

Hard Rock 82.53 427.80 Cu Mt.

1.50 To 3.00 Mtr

Soft Rock 240.00 205.85 Cu Mt.

Refilling the pipeline trenches incl. ramming,

watering, consolidating desposal of surplus stuff

4 as directed within a radius of 3 km. 713.58 25.30 Cu Mt.

Providing bedding incl. ramming, watering,

levelling, consolidating etc. Complete as per

5 standard and instruction of enaineer incharge. 18.00 69.00 Cu Mt.

As above with selected excavated earth

available near site

KATHALAL NAGARPALIKA - KATHLAL

DISTRICT :- KHEDA

NAME OF WORK :- CONSTRUCTION WORK OF STORM WATER DRAIN IN TOWN HALL TO

No. Item Description Qty Rate Unit Amount

Construction of valves chambers., brick or bela

stone masonry, locally available in C. M. 1 :6.

Foundation concreIe 150 mm thick In C. C.

:4:8 of lrap metal size 25 mm To 40 mm thick,

inside cement plaster in C. M, 1:3 and cemenl

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.

6 complete as given size) Upto 1 Mt. depth from 10.00 10214.30 Nos

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. cosl

of CI-MH Frame and cover) with 23 mm thick

brick masonry wall in C.M, 1:6 - Size of chamber

1.30 m x 0.90 m and 1.0 mt deep

For Extra Depth 7.00 6074.30 Rmt

Size of chamber0.90 m x 0.90 m and 1.0 ml.

Providing & laying spreading and compacted

stone aggregate to wetmix macada 10cm th. As

per sprecification including premixing with water

7 in machinemix plant, carrige on road materals 16.00 1192.83 Cu Mt.

by tripper laying in uniform layers with paver,

base of coarse vibretor roller to the face and

vibreter achive the dry.

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

8 aggregates 40 mmnominal size) and curing 16.00 3005.76 Cu Mt.

complete excluding cost of formwork in (A)

Foundation and Plinth

Providing and casting in situ controlled cement

concrete M-200 for average 75 mm thick

9 wearing coat laid as directed dincluding 150.00 5124.28 Cu Mt.

tamping, vibrating, finishing, curing and

fillingin joints with bitumen complete

KATHALAL NAGARPALIKA - KATHLAL

DISTRICT :- KHEDA

NAME OF WORK :- CONSTRUCTION WORK OF STORM WATER DRAIN IN TOWN HALL TO

No. Item Description Qty Rate Unit Amount

Providing and supplying including fixing of FRC

catpit frame and cover as per required with

suitable opening, The FRC catchpit features a

robust frame with a size of 36” x 36” (900 x

mm), a thickness of 7” (175 mm), and a weight

of 159 kg. The cover measures 30” x 30” (750 x

750 mm) with a thickness of 4” (100 mm) and a

10 weight of 117 kg. It provides a clear opening of 12.00 5000.00 Nos

24” x 24” (600 x 600 mm) to facilitate access.

The durable construction ensures reliability for

heavy-duty applications, meeting stringent

performance standards including cost of

transportation, loading, unloading, fixing as per

instruction given by engineer in charge for

suitable size of chamber size.

Demolition of Brick work and stone masonry

including stacking of serviceable materilas and

11 disposal of unserviceable materials with all lead 1.05 536.09 Cu Mt.

and lift.(ii) In Cement Mortar.

Brick work using common burnt clay building

12 crushing strength not less than 35 kg./Sq.Cm. in 1.05 4051.78 Cu Mt.

foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand)(B) Conventional

20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M.

1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand)

Total Amount :-

Total Amount :-