Construction Work Of Community Hall, Compound Wall, Paving Block, Open Shed, Water Room, Recharge Bore Well, Lake Dredging, Rcc Pipe Drainage And Water Irrigation System As Per Various Location Chart At, Thara Under 15th Finance Commission Grant Year 2023-24 And 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF COMMUNITY HALL, COMPOUND WALL, PAVING

BLOCK, OPEN SHED, WATER ROOM, RECHARGE BORE WELL, LAKE DREDGING, RCC PIPE

DRAINAGE AND WATER IRRIGATION SYSTEM AS PER VARIOUS LOCATION CHART AT, THARA

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

3 Schedule - "B"- 3

4 Schedule - "B"- 4

5 Schedule - "B"- 5

6 Schedule - "B"- 6

7 Schedule - "B"- 7

8 Schedule - "B"- 8

9 Schedule - "B"- 9

10 Schedule - "B"- 10

11 Schedule - "B"- 11

12 Schedule - "B"- 12

13 Schedule - "B"- 13

14 Schedule - "B"- 14

15 Schedule - "B"- 15

16 Schedule - "B"- 16

17 Schedule - "B"- 17

18 Schedule - "B"- 18

19 Schedule - "B"- 19

Total Amount Rs.

Total Amount Rs.

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should

be writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works out

Estimated Amount Estimated Amount

Put to Tender Rs. 1,15,54,409.00 Put to Tender Rs.

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION WORK OF COMMUNITY HALL

LOCATION :- MIR SAMAJ COMMUNITY HALL, INDIRANAGAR @THARA

Item Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting out

and stacking of useful materials and disposing of the excavated stuff 36.00 157.15 Cumt.

up to all lift and lead all strata.

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

sand : 6- Machine Cut stone aggregates 40 mmnominal size) and

curing complete including cost of formwork in (A) Foundation and

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork and reinforcement 7.66 3927.58 Cumt.

for reinforced concrete work in (A) Foundations, footings, Base or

columns and Mass concrete.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing 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 0.08 Sq.M

and upto 0.18 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C work in

BEAM (II) Having cross sectional area more than 0.08 sqmt. and up

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc. height

of propping and centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ reinforced 12.60 207.12 Sqmt.

concrete and plain concrete work in. (H) Sides and soffits of Beams

Beam Haunchings cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size)

exposed work with curing etc. complete including the cost of 6.94 7454.03 Cumt.

formwork but excluding the cost of reinforsement for R.C.C work in

(i) Slabs having more than 10 cm and upto 13 cm. thickness.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) for

R.C.C lintel including finishing smooth with,curing etc. complete 0.60 10219.39 Cumt.

including the cost of formwork but excluding the cost of

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse

sand : 4- graded stone aggregates 20 mm nominal size) for

reinforced concrete Chhajjas not exceeding 10cm. thickness upto

floor two level including finishing the exposed surfaces with cement 0.64 6526.79 Cumt.

mortar 1:3 (1-cement, 3 Fine sand) to give a smooth and even

surface centering and formwork and curing complete excluding cost

of reinforcement.

Item Description Quantity Rate Per Amount

Providing Thermo Mechanically Treated bar F.E. 500D Steel

reinforcement as per I.S. Standard for RCC work including bending,

binding and placing in position complete up to floor two level.

Brick work using common Brunt clay building bricks having crushing

strength not less than 35 Kg./Sqcm. In superstructure above plinth

level upto floor two level in cement mortar 1:5 (1cement : 5 fine

sand) (b) Conventional.

Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming and watering.

Filling in foundation and plinth with murrum or selected soil in layers

of 20cm. thickness including watering, ramming and consolidating 30.39 282.07 Cumt.

etc. complete. (upto 10 ton) (SOR P. No. 69, I. No. 4008)

Providing 15 mm thick cement plaster single coat on brick/concrete

wall for interior plastering up to floor two level finished even and 140.99 183.73 Sqmt.

smooth in (i) Cement mortar 1:3.

Providing 20mm thick cement plaster in single coat on single or half

brick walls for interior plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand).

Wall painting (two coats) with plastic emulsion paint of approved

brand and manufacture on undecorated wall surface to give an

even shade including throughly brushing the surface free from 140.99 83.18 Sqmt.

mortar droppings and other foreign matter and sand papered

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials etc complete

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade.

Providing and laying polished kota stone slab 25mm thick in risers of

steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3

(1-Cement : 3 coarse sand) and jointed with gray cement slury 8.41 1130.78 Sqmt.

mixed with pigment to match the shade of slab including rubbing and

polishing etc. complete.

Providing and laying Granite stone 18 mm. thick in skirting, dedo,

risers of steps & landing laid on a bed of 10 mm. Thick (Average)

base of cement mortar 1:4 (1-cement : 4-coarse sand) finished with

flush pointing in white or colour cement.

Item Description Quantity Rate Per Amount

Providing and fixing extruded aluminum window having extruded

aluminum Colour Powder Coated section frame main outer size

127mm x 38.10mm x 1.35mm (of Jindal Section no:2443,@

Wt.1.384 Kg/mt),horizontal Four track member size 122.20mm x

31.75mm x 1.10mm (of Jindal Section no:8787,@ Wt.

Kg/mt),vertical member of size 122.20mm x 31.75mm x 1.50mm (of

Jindal Section no:8935,@ Wt. 1.398 Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section 1.80 2140.33 1.80

no:8949 @ wt.of 0.456Kg/mt),vertical member of size 40mm x

18mm x 1.29mm (of Jindal Section no:8947 @ wt.of

0.456Kg/mt/Section 8948,@ Wt. 0.457 Kg/mt) with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for window.

Provoding and fixing flush door shutters, solid core construction with

frame of first class hardwood with cross board and face veneer or

plywood face panels, including anodised alluminium butt hinges with

necessary screws. (B) Non-decorative type and block board core

anodised alluminium butt hinges in flush door shutters (35 mm thick).

Providing & fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacing and frame all-round

square or round bars with round headed bolts and nuts or by screws.

(A) Plain grill.

Providing and laying broken chine mosaic flooring for terrace

using 12 mm to 20 mm broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be tempered to bring

mortar creme out upto surface using white cement including 47.60 779.70 Sqmt.

rounding off junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

Providing and mixing Dr. Fixit water proofing material in cement

concrete in mix proportion recommended b the manufacturers. (0.18 8.57 49.15 Lit/Kg.

Providing and laying cement concrete flooring 1:2:4 (1 cement :2

course sand : 4 graded stone aggregate 20mm nominal size) laid in

one layer finished with a floating coat of neat cement (B) 50mm

Item Description Quantity Rate Per Amount

Point wiring with 1.5 sq.mm. copper PVC insulated wire with

sq.mm. copper PVC insulated wire for earth continuity in rigid PVC

pipe confirming to I.S.S. and not less than 1.5 mm wall thickness

with PVC fittings fixed with adhesive solution erected concealed in

wall/ceiling for light and fan complete with 5 A modular type

20.00 539.34 Points.

sccessories complete with ceiling rose / down holder / button etc.

Item includes cost of pipes. 5 nos of telephone point with necessary

accessories and 3 nos bell point (along with good charming bell)

shall be provided at different location of building/ premises. (all

accessories ISI as per requirment)

Supplying and erecting LED indoor fittings with LEDs of wattage

Watt to 0.5 Watt assembled on single MCPCB, with housing used

as a heat sink shall be made of thick sheet Steel conforming to IS:

513/CRCA/aluminium pressure die cast powder coated and high

U.V. & corrosion resistance with diffuser housed in aluminium

casted body with company mark/name 160V to 270V,Power Factor

more than 0.95, THD < 15 %, CCT 3000 K to 6500K, Luminaire

efficacy> 85 lumens/watt , LED driver efficiency > 85 % ( fitting 10 427.23 No.

required LM-79 & LM-80 ertificates) (NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between the ranges

shown.) (A) Square/ Circular shaped Surface/Recessed Mount

Downlight with provision for spring loaded mounting clips

complete.IP20 (ii) 11-15 watts, Surge-2 KV.

Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(Green) both are of .ISI marked 1.1 kV Grade FRLS PVC insulated

multi strand copper wires up to 10 mtr length, in below type of pipe

erected with 6A Modular type switch and hum free EME step type

electronic fan regulator mounted and accessories with earth

4 765.58 Point.

continuity of following type erected on PVC / Metallic/Wooden box,

single mounting base frame covered with textured/metallic/white

front plate modules erected on / in wall / ceiling as per pipe erected.

with necessary ceiling rose / H.D.Connector as directed.

Providing & erecting Approved make Ceiling Fan with double ball

bearing ISI mark with condenser A.C.230V 50c/s. 1400 mm. sweep

complete, canopy and 30 cms. down rod erected on existing hook or 4 1738.21 No.

clamp with 24 / 0.2, 3 core flexible Copper wire with earthing [Make

shall be approved by Engineer in Charge].

Total Amount Rs…………….

Total Amount Rs…………….

3% Contigency Charge Rs……..……..

Net Amount Rs……..……..

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

Item Description Quantity Rate Per Amount

THARA NAGARPALIKA - THARA

DIST :- BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK : CONSTRUCTION WORK OF HALL

LOCATION :- BHAKTINAGAR, GODAVARIBEN SATSANG HALL @THARA

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting out

and stacking of useful materials and disposing of the excavated stuff 24.00 157.15 Cumt.

up to all lift and lead all strata.

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

sand : 6- Machine cut stone aggregates 40 mmnominal size) and

curing complete including cost of formwork in (A) Foundation and

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size) 5.11 3927.58 Cumt.

and curing complete excluding cost of formwork and reinforcement

No. 4 concrete work in (A) Foundations, footings, Base or

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing 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 0.08 Sq.M

and upto 0.18 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C work in

BEAM (II) Having cross sectional area more than 0.08 sqmt. and up

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same for in situ reinforced 8.40 207.12 Sqmt.

concrete and plain concrete work in. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders Bressumers and

Lintels not exceeding 1 M. in Depth.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size)

exposed work with curing etc. complete including the cost of

formwork but excluding the cost of reinforsement for R.C.C work

in (iii) Slabs having more than 10 cm and upto 13 cm. thickness.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) for

R.C.C lintel including finishing smooth with,curing etc. complete 0.37 10219.39 Cumt.

including the cost of formwork but excluding the cost of

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse

sand : 4- graded stone aggregates 20 mm nominal size) for

reinforced concrete Chhajjas not exceeding 10cm. thickness upto

floor two level including finishing the exposed surfaces with cement 0.52 6526.79 Cumt.

mortar 1:3 (1-cement, 3 Fine sand) to give a smooth and even

surface centering and formwork and curing complete excluding cost

of reinforcement.

Providing Thermo Mechanically Treated bar F.E. 500D Steel

reinforcement as per I.S. Standard for RCC work including bending,

binding and placing in position complete up to floor two level.

Brick work using common Brunt clay building bricks having crushing

strength not less than 35 Kg./Sqcm. In superstructure above plinth

level upto floor two level in cement mortar 1:5 (1cement : 5 fine

sand) (b) Conventional.

Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20cm. in depth

consolidating each disposited layer by ramming and watering.

Filling in foundation and plinth with murrum or selected soil in layers

of 20cm. thickness including watering, ramming and consolidating 11.95 282.07 Cumt.

Providing 15 mm thick cement plaster single coat on brick/concrete

wall for interior plastering up to floor two level finished even and 77.58 183.73 Sqmt.

smooth in (i) Cement mortar 1:3.

Providing 20mm thick cement plaster in single coat on single or half

brick walls for interior plastering upto floor two level and finished

even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand).

Wall painting (two coats) with plastic emulsion paint of approved

brand and manufacture on undecorated wall surface to give an

even shade including throughly brushing the surface free from 77.58 83.18 Sqmt.

mortar droppings and other foreign matter and sand papered

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of 115.34 73.83 Sqmt.

loose powdered materials etc complete. (P.No.146, It.Code.19031)

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade.

Providing and laying polished kota stone slab 25mm thick in risers of

steps,skirting Dedo and pillars laid on 10mm thick cement mortar

1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury 8.41 1130.78 Sqmt.

mixed with pigment to match the shade of slab including rubbing and

polishing etc. complete.

Providing and laying Granite stone 18 mm. thick in skirting, dedo,

risers of steps & landing laid on a bed of 10 mm. Thick (Average)

base of cement mortar 1:4 (1-cement : 4-coarse sand) finished with

flush pointing in white or colour cement.

Providing and fixing extruded aluminum window having extruded

aluminum Colour Powder Coated section frame main outer size

127mm x 38.10mm x 1.35mm (of Jindal Section no:2443,@

Wt.1.384 Kg/mt),horizontal Four track member size 122.20mm x

31.75mm x 1.10mm (of Jindal Section no:8787,@ Wt.

Kg/mt),vertical member of size 122.20mm x 31.75mm x 1.50mm (of

Jindal Section no:8935,@ Wt. 1.398 Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section 1.80 2140.33 1.80

no:8949 @ wt.of 0.456Kg/mt),vertical member of size 40mm x

18mm x 1.29mm (of Jindal Section no:8947 @ wt.of

0.456Kg/mt/Section 8948,@ Wt. 0.457 Kg/mt) with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for window.

Provoding and fixing flush door shutters, solid core construction with

frame of first class hardwood with cross board and face veneer or

plywood face panels, including anodised alluminium butt hinges with

necessary screws. (B) Non-decorative type and block board core

anodised alluminium butt hinges in flush door shutters (2) 35 mm

thick.(P.No.101, It.No.10011)

Providing & fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacing and frame all-round

square or round bars with round headed bolts and nuts or by screws.

(A) Plain grill.

Providing and laying broken chine mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of glazed tiles to be

laid over cement mortar 1:3 to plain or slope and to be tempered

to bring mortar creme out upto surface using white cement 18.38 779.70 Sqmt.

including rounding off junctions and extending them upto 15 cm

along the wall,clearing with water and oxalic acid etc. as directed.

Providing and mixing Dr. Fixit water proofing material in cement

concrete in mix proportion recommended b the manufacturers. (0.18 3.31 49.15 Lit/Kg.

Providing and laying cement concrete flooring 1:2:4 (1 cement :2

course sand : 4 graded stone aggregate 20mm nominal size) laid in

one layer finished with a floating coat of neat cement (B) 50mm

Total Amounts Rs…

Total Amounts Rs…

2% Contigency Charge Rs…

Net Amounts Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST :- BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK : CONSTRUCTION WORK OF HALL

LOCATION :- INSIDE KANYAVIDHYALAY @THARA

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting out

and stacking of useful materials and disposing of the excavated stuff 24.00 157.15 Cumt.

up to all lift and lead all strata.

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

sand : 6- Machine cut stone aggregates 40 mmnominal size) and

curing complete including cost of formwork in (A) Foundation and

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size) 5.11 3927.58 Cumt.

and curing complete excluding cost of formwork and reinforcement

No. 4 concrete work in (A) Foundations, footings, Base or

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing 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 0.08 Sq.M

and upto 0.18 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C work in

BEAM (II) Having cross sectional area more than 0.08 sqmt. and up

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same for in situ reinforced 8.40 207.12 Sqmt.

concrete and plain concrete work in. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders Bressumers and

Lintels not exceeding 1 M. in Depth.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size)

exposed work with curing etc. complete including the cost of

formwork but excluding the cost of reinforsement for R.C.C work

in (iii) Slabs having more than 10 cm and upto 13 cm. thickness.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) for

R.C.C lintel including finishing smooth with,curing etc. complete 0.37 10219.39 Cumt.

including the cost of formwork but excluding the cost of

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse

sand : 4- graded stone aggregates 20 mm nominal size) for

reinforced concrete Chhajjas not exceeding 10cm. thickness upto

floor two level including finishing the exposed surfaces with cement 0.52 6526.79 Cumt.

mortar 1:3 (1-cement, 3 Fine sand) to give a smooth and even

surface centering and formwork and curing complete excluding cost

of reinforcement.

Providing Thermo Mechanically Treated bar F.E. 500D Steel

reinforcement as per I.S. Standard for RCC work including bending,

binding and placing in position complete up to floor two level.

Brick work using common Brunt clay building bricks having crushing

strength not less than 35 Kg./Sqcm. In superstructure above plinth

level upto floor two level in cement mortar 1:5 (1cement : 5 fine

sand) (b) Conventional.

Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20cm. in depth

consolidating each disposited layer by ramming and watering.

Filling in foundation and plinth with murrum or selected soil in layers

of 20cm. thickness including watering, ramming and consolidating 11.95 282.07 Cumt.

Providing 15 mm thick cement plaster single coat on brick/concrete

wall for interior plastering up to floor two level finished even and 77.58 183.73 Sqmt.

smooth in (i) Cement mortar 1:3.

Providing 20mm thick cement plaster in single coat on single or half

brick walls for interior plastering upto floor two level and finished

even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand).

Wall painting (two coats) with plastic emulsion paint of approved

brand and manufacture on undecorated wall surface to give an

even shade including throughly brushing the surface free from 77.58 83.18 Sqmt.

mortar droppings and other foreign matter and sand papered

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of 115.34 73.83 Sqmt.

loose powdered materials etc complete. (P.No.146, It.Code.19031)

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade.

Providing and laying polished kota stone slab 25mm thick in risers of

steps,skirting Dedo and pillars laid on 10mm thick cement mortar

1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury 8.41 1130.78 Sqmt.

mixed with pigment to match the shade of slab including rubbing and

polishing etc. complete.

Providing and laying Granite stone 18 mm. thick in skirting, dedo,

risers of steps & landing laid on a bed of 10 mm. Thick (Average)

base of cement mortar 1:4 (1-cement : 4-coarse sand) finished with

flush pointing in white or colour cement.

Providing and fixing extruded aluminum window having extruded

aluminum Colour Powder Coated section frame main outer size

127mm x 38.10mm x 1.35mm (of Jindal Section no:2443,@

Wt.1.384 Kg/mt),horizontal Four track member size 122.20mm x

31.75mm x 1.10mm (of Jindal Section no:8787,@ Wt.

Kg/mt),vertical member of size 122.20mm x 31.75mm x 1.50mm (of

Jindal Section no:8935,@ Wt. 1.398 Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section

no:8949 @ wt.of 0.456Kg/mt),vertical member of size 40mm x

18mm x 1.29mm (of Jindal Section no:8947 @ wt.of

0.456Kg/mt/Section 8948,@ Wt. 0.457 Kg/mt) with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for window.

Provoding and fixing flush door shutters, solid core construction with

frame of first class hardwood with cross board and face veneer or

plywood face panels, including anodised alluminium butt hinges with

necessary screws. (B) Non-decorative type and block board core

anodised alluminium butt hinges in flush door shutters (2) 35 mm

thick.(P.No.101, It.No.10011)

Providing & fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacing and frame all-round

square or round bars with round headed bolts and nuts or by screws.

(A) Plain grill.

Providing and laying broken chine mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of glazed tiles to be

laid over cement mortar 1:3 to plain or slope and to be tempered

to bring mortar creme out upto surface using white cement 18.38 779.70 Sqmt.

including rounding off junctions and extending them upto 15 cm

along the wall,clearing with water and oxalic acid etc. as directed.

Providing and mixing Dr. Fixit water proofing material in cement

concrete in mix proportion recommended b the manufacturers. (0.18 3.31 49.15 Lit/Kg.

Providing and laying cement concrete flooring 1:2:4 (1 cement :2

course sand : 4 graded stone aggregate 20mm nominal size) laid in

one layer finished with a floating coat of neat cement (B) 50mm

Total Amounts Rs…

Total Amounts Rs…

2% Contigency Charge Rs…

Net Amounts Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK : CONSTRUCTION WORK OF COMPOUND WALL

LOCATION :-INDIRANAGAR AREA, MAHAKALI MATAJI TEMPLE, AT. THARA

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting

out and stacking of useful materials and disposing of the

excavated stuff up to all lift and lead. 30.32 157.16 Cumt.

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

coarse sand : 6 Machine cut stone aggregate 40mm nominal

size ) and curring complete including cost of formwork in (a)

Foundation and plinth. 5.05 2978.97 Cumt.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B)

Conventional. 42.32 4245.09 Cumt.

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

coarse sand, : 6 crushed stone aggregate 20 mm norminal

size) and curring complete including cost of form work in (A)

Wall caps/coping. 9.47 3976.71 Cumt.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in superstructure

above plinth level upto floor two level in Cement Mortar 1:5. (1-

Cement : 5 -fine sand) (B) Conventional. 26.95 4526.81 Cumt.

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work

including bending, binding and placing in position complete upto

floor two level. 615.79 77.29 Kg.

20mm thick sand faced cement plaster on walls up to height

mtrs. 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 ) etc. complete. 424.15 320.70 Sqmt.

Finishing Wall with Weather Proof Exterior Emulsion Paint on

Wall Surface (Two Coats) to give an required shape even shade

after thoroguhly brushing the surface to remove all dirt, and

remains of loose powdered materials etc. complete. 424.15 73.83 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden

frames of windows etc. with M.S. flats at required spacings and

frame alround, square or round bars with round headed bolts

and nuts or by screws (A) Plain Grill. 270.00 106.23 Kg.

Applying priming coat of over new steel and other metal surface

after and including preparing the surface by thoroughly cleaning,

oil grease, dirt and other foreign mater and scoured with

brushes fine steel wool, scrapers and sand paper with ready

mixed priming paint brushing red lead. 9.00 36.42 Sqmt.

Painting two coats (excluding priming coat) on new steel and

other metal surface with enamel paint, brusing interior to give an

even shade including cleaning the surface an even shade

including cleaning the surface of all dirt, dust and other foreign

matter. 9.00 91.71 Sqmt.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long

M.S. Angle posts 40mm x 40 mm x6 mm and oil painting

coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two

diagonals of galvanised steel barbed wire weighting 9.38 Kg. per

100 Metre, strained and fixed to posts with G.I,staples including

fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete. 84.21 391.93 Rmt.

Total Amount Rs……..

Total Amount Rs……..

Add 3% Contigency Charge Rs……..

Total Amount Rs……..

Total Amount Rs……..

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK : CONSTRUCTION WORK OF COMPOUND WALL

LOCATION :-KAMBOIVAS SMASHAN, AT. THARA

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting

out and stacking of useful materials and disposing of the

excavated stuff up to all lift and lead. 51.25 157.16 Cumt.

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

coarse sand : 6 Machine cut stone aggregate 40mm nominal

size ) and curring complete including cost of formwork in (a)

Foundation and plinth. 8.54 2978.97 Cumt.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B)

Conventional. 71.53 4245.09 Cumt.

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

coarse sand, : 6 crushed stone aggregate 20 mm norminal

size) and curring complete including cost of form work in (A)

Wall caps/coping. 16.01 3976.71 Cumt.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in superstructure

above plinth level upto floor two level in Cement Mortar 1:5. (1-

Cement : 5 -fine sand) (B) Conventional. 45.52 4526.81 Cumt.

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work

including bending, binding and placing in position complete upto

floor two level. 1040.93 77.29 Kg.

20mm thick sand faced cement plaster on walls up to height

mtrs. 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 ) etc. complete. 716.25 320.70 Sqmt.

Finishing Wall with Weather Proof Exterior Emulsion Paint on

Wall Surface (Two Coats) to give an required shape even shade

after thoroguhly brushing the surface to remove all dirt, and

remains of loose powdered materials etc. complete. 716.25 73.83 Sqmt.

Total Amount Rs……..

Total Amount Rs……..

Add 3% Contigency Charge Rs……..

Total Amount Rs……..

Total Amount Rs……..

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK : CONSTRUCTION WORK OF COMPOUND WALL

LOCATION :- NAYIKADEVI GARDEN, AT. THARA

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting

out and stacking of useful materials and disposing of the 36.13 157.16 Cumt.

excavated stuff up to all lift and lead.

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

coarse sand : 6 Machine cut stone aggregate 40mm nominal

size ) and curring complete including cost of formwork in (a)

Foundation and plinth.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B)

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

coarse sand, : 6 crushed stone aggregate 20 mm norminal

size) and curring complete including cost of form work in (A)

Wall caps/coping.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in superstructure

above plinth level upto floor two level in Cement Mortar 1:5. (1- 32.11 4526.81 Cumt.

Cement : 5 -fine sand) (B) Conventional.

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work

including bending, binding and placing in position complete upto 733.88 77.29 Kg.

floor two level.

20mm thick sand faced cement plaster on walls up to height

mtrs. above ground level consisting of 12mm thick backing coat

of C.M. 1:3 ( 1 cement : 3 sand ) and 8mm thick finishing coat of 505.29 320.70 Sqmt.

C.M. 1:1 ( 1 cement : 1 sand ) etc. complete.

Finishing Wall with Weather Proof Exterior Emulsion Paint on

Wall Surface (Two Coats) to give an required shape even shade

after thoroguhly brushing the surface to remove all dirt, and

remains of loose powdered materials etc. complete.

Total Amount Rs……..

Total Amount Rs……..

Add 3% Contigency Charge Rs……..

Total Amount Rs……..

Total Amount Rs……..

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST :- BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK : CONSTRUCTION WORK OF OPEN SHED (CIVIL WORK)

LOCATION :- PASHVANAGAR, AT. THARA

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including

sorting out and stacking of useful materials and disposing of 77.76 122.93 Cumt.

the excavated stuff up to all lift and Lead & all strata.

Providing and laying cement concrete 1:4:8 (1 cement,

coarse sand : 8 Machine Cut stone aggregate 40 mm

nominal size) and curring complete including cost of form 7.78 2653.42 Cumt.

work in (A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and

curing complete including the cost of formwork and

reinforcement for reinforced concrete work in (A) 13.20 3943.32 Cumt.

Foundations, footings, Base of columns and Mass

Providing and laying controlled cement concrete M.200 and

curing complete including the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts upto floor two level.

Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position complete 1162.80 77.28 Kg.

upto floor two level.

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming

coat of read lead paint. (A) In beams and joists, channels

angles Tees, flats, with connecting plates or angle cleats as

in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like.

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming

coat of read lead paint. (D) In trussses and trussed purlins, 8.01 10193.76 Qtl.

upto 25 M. span and 15 M ovarall height.

Applying priming coat over new steel and other metel surface

after and including preparing the surface by throughly

cleaning, oil,grease, dirt and other foreign matter and scoured

with brushes fine steel wood, scrapers and sand paper with 198.36 36.42 Sqmt

ready mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and

other metal surface with enamel paint, brushing, interior to

give an even shade including cleaning the surface an even 198.36 91.70 Sqmt

shade including cleanicn the surface of all dirt, dust and other

foreign matter.

Providing corrugated G.I. sheet of class-3 roofing fixed with

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter

with bitumen and G.I. limpet washer or G.I. limpet washer. 182.70 734.19 Sqmt

filled with white lead complete excluding the cost of purlins,

Rafters and Trusses.(1) 0.80 mm thick sheet.

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) etc. complete.

Finishing wall with water proofing cement paint of on wall

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after 30.72 65.31 Sqmt

thoroughly brushing the surface to remove all dirt and

remains of loose powered materials.

Total Amounts Rs…

Total Amounts Rs…

Add 2% Contigency Charge Rs.

Add 1% Q.C Charge Rs.

Net Amounts Rs........……

Stamp with Signature of Contractor

DESIGN POINT Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST :- BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK : CONSTRUCTION WORK OF WATER ROOM

LOCATION : NAYIKADEVI GARDEN, AT. THARA.

Item No. & Description Quantity Rate Per Amount

Excavation for Foundation upto 1.50Mt. Depth including

sorting out and stacking of useful materials and

disposting off the excavated stuff upto all lift and lead &

Providing and filling in foundation with ordinary Cement

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and

curing complete.

Provinding and laying controlled cement concrete M-200

and curing complete including the cost of formwork and

excluding the cost of reinforcement for reinforced 2.50 4498.54 Cumt

concrete work in (A) Foundations, footings, Base of

Columns and Mass concrete.

Providing and laying controlled cement concrete M-200

exposed work with curing etc. complete including the cost

of formwork but excluding the cost of reinforcement for

R.C.C. work in : (B) Column.

Providing and laying controlled cement concrete M-200

exposed work with curing etc, complete including the cost

of formwork but excluding the cost of reinforcement for

R.C.C. work in : (A) Beam.

Provinding and laying ordinary cement concrete 1:2:4 (1-

cement : 2-coarse sand : 4- graded stone aggregates

20mm nominal size) for RCC Lintel including finishing 0.30 10219.39 Cumt

smooth with, curing etc. comp. inclu. the cost of

formwork but excluding the cost of reinforcement.

Providing and laying controlled cement concrete M-200

and exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforsement 1.70 7936.58 Cumt

for R.C.Cwork in (iii) Slabs having more than 10 cm and

upto 13cm. Thickness.

Providing TMT Bar FE 500/ 500D Reinforcement for RCC

work including bending, binding and placing in position 1022.00 77.28 Kg.

complete up to floor two level.

Filling in foundation and plinth with murrum or selected

soil in layers of 20cm. thickness including watering, 28.40 282.07 Cumt

ramming and consolidating etc completed.

Brick work using common burnt clay building bricks

having crushing strength not less than 35 Kg/Sqcm. in

superstructure above plinth level upto floor two level in 6.50 4526.81 Cumt

cement mortar 1:5 (1-cemet : 5 -fine sand). (B)

Providing 15 mm thick cement plaster in single coat on

Rough (Similar) side of single or half brick walls for

interior plastering upto floor two level and finished even 33.00 234.35 Sqmt

and smooth in finishing with a floating coat of neat

cement slurry. (i) cement Mortar 1:3 (1 cement : 3 Sand).

20mm thick sand faced cement plaster on walls up to

height 10 mtrs. above ground level consisting of 12mm

thick backing coat of C.M. 1:3 (1 cement : 3 sand) and 57.20 320.69 Sqmt

8mm thick finishing coat of C.M. 1:1 (1 cement : 1 sand)

Providing throating or plaster drip and moulding to

Providing and laying Marble stone slab flooring over

20mm (average) base of cement mortar 1:6 (1-cement :

6-coarse sand) or L.M. 1:1.5 (1- lime putty : 1.5 - coarse

sand) laid and jointed with grey cement slurry including

rubbing and polishing complete. (A) Marble slab 25mm

Providing and Laying 24" x 24" Vitrified 8mm thick tile

flooring over 20mm (Average) base of Cement Mortar 1:6

(1-Cement : 6 Coarse Sand) on new surface or fixing on

exiting flooring by adhesive materials including

dismentalling of existing flooring and jointed with colour

cement slurry including finished with flush pointing &

cleaning the surface etc. complete for Light Shade.

Providing and laying coloured glazed tiles of he size

skirting, risers of steps and dedo on 10mm Th. cement 33.50 1488.23 Sqmt

plaster 1:3 (1 cement : 3 coarse sand) & jointed with

white cement slurry.

Providing and fixing flush door shutters, solid core

construction with frame of first class hard-wood with

cross band and face veneer or plywood face panels,

including anodized aluminium butt hinges with necessary 1.90 1829.73 Sqmt

screws. (B) Non-decorative type and black board core

anodized aluminium butt hinges in flush door shutters.

(2) 35 mm Thick

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on wall surfaces to

give an even shade including throughly brushing the 33.00 83.18 Sqmt

surface free from mortar droppings and other foreign

matter and sand papered smooth.

Wall painting two coats with weather proof acralic

emulsion paint of approved brand & manufacture and of

required shade on exterior wall surface to give an even

shade over and including a primery coat with alkaly 57.20 73.83 Sqmt

resistance primer of approved brand after throughly

brushing surface to remove all dirt and remains of loose

powdered materials etc comp. for all height.

Providing laying and jointing in true line and level 15mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two

metre C/C or shall be concealed as directed including 100.00 72.65 Rmt

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials. 15mm dia.

Providing laying and jointing in true line and level 25mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two

metre C/C or shall be concealed as directed including 50.00 91.84 Rmt

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials. 25mm dia.

Providing laying and jointing in true line and level 32mm

dia. U.P.V.C. Pipe (SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two

metre C/C or shall be concealed as directed including 30.00 119.15 Rmt

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials. 32mm dia.

Providing and fixing screw down bib taps of following

size. (B) Brass chromium plated screw down Bib Tap. (i) 6.00 186.83 No.

Providing and fixing Gun metal check or non-return

fullway wheel valve. (A) 15mm dia.

Providing and fixing PVC SWR Nahni Trap IS 14735 for

drain- 100mm diameter with jali of the following nominal

diameter of self cleansing design with CI Scrwed down or 4.00 733.26 Each

hinged grating inlcuding the cost of cutting and making

good the walls.

Point wiring for Light / Bell with 2-1.5 sq.mm & earth

wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV

grade FRLS PVC insulated multi strand copper wires up

to 10 mtr length , in below type of pipe erected with 6A

Modular type switch / bell push & accessories and earth

continuity of following type, erected on PVC /

Metallic/Wooden box, single mounting base frame 12.00 539.34 Pt.

covered with textured/metallic/white front plate modules

erected on / in wall / ceiling as per pipe erected, with

necessary Lamp holder/ceiling rose / H.D.Connector as

directed. (a) with medium class Rigid PVC pipe and

accessories erected flushed on wall/ceiling complete Cat-

Point wiring for Individual Plug with & earth wire of

sq.mm (Green) both are of ISI marked 1.1 KV grade

FRLS PVC insulated multi strand copper wires up to

mtr length, in below type of pipe erected complete with

Modular type switch & 5 pin Plug erected on PVC /

Metallic/Wooden box covered with appropriate front plate

modules erected on / in wall / ceiling as per pipe erected

with following type of accessories. [I] For 6A Plug and 6 a

switch with 2-1.5 sq.mm Cu. Wire from nearby

switchboard/mcb db board (a) with medium class Rigid

PVC pipe and accessories erected flushed on wall/ceiling

Point wiring for on board Looped Plug with 6A Modular

type switch & 5 pin socket erected on PVC /

Metallic/Wooden box, single mounting base frame

covered with textured / metallic/white front plate modules

erected on / in wall / ceiling with following type

accessories (Ele. SOR Section 1.2, It No. 1-2-4)

Point wiring for Individual Plug with & earth wire of

sq.mm (Green) both are of ISI marked 1.1 KV grade

FRLS PVC insulated multi strand copper wires up to

mtr length, in below type of pipe erected complete with

Modular type switch & 5 pin Plug erected on PVC /

Metallic/Wooden box covered with appropriate front plate

modules erected on / in wall / ceiling as per pipe erected

with following type of accessories. [II] For 16A Plug and

16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db

Supplying and erecting led lamps with following wattage

capacity of 220 to 240 voltage, minimum 15000 burning

hours life, 500 V in built-surge protection,Polycarbonate

diffuser, mounting suitable for E14 / E27 / B22 lamp

holders, pf >= 0.5 (A) LED Lamps integral type, with PC

diffuser suitable LAMP holder (iv) 16 to 20 watts

providing and erecting Miniature circuit breaker single

pole 6A to 25A suitable to operate on 240 V A.C. system

and having breaking capacity 10 KA to be erected in

existing box. confirming to IS 8828/1996 with ISI Mark.

Supplying & erecting earth pit of minimum bore

dia.150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987

made of corrosion free hot dipped G.I.Pipes having

Outer pipe dia of 50mm having 80-200 Micron

galvanising, Inner pipe dia of 25 mm having 200-250

Micron galvanising, connection terminal dia of 12mm

with constant ohmic value surrounded by highly

conductive compound with high charge dissipation

suitable for following type of applications with chamber

and heavy duty cover. (A)(approved make OEM has to

submit test certificate including value of earth resistance

of installation duly stamped and signed by agency and 1.00 4591.46 Ea.

officer Incharge has to ensure the value of earthing

resistane mentioned in test Certificate) & having back

filling compound of (B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 ohm / meter testing as per

IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry

form, Sulphar content:- <2%(C) Back fill Compound :-

Earthing compound should be

providing and erecting Cast iron earth plate size 30 X

X 0.35 cms. buried in specially prepared 2.5 Mtr. deep

earth pit complete with necessary G.I. strip in G.I. pipe 2 1.00 685.79 Ea.

Mtr. long with coupling and G.I. plug for earthing of

switch gear, conduit run or power plug etc.

For using salt and charcoal / coke as required for pipe

Supplying & erecting 5 stage single reverse osmosis

water purification system with M.S. powder coated frame,

prefilter housing with 'O' ring presediment filter GAC

filter, carbon filter suitable buster DC pump capacity

psi, mention with 40 psi inline type post carbon filter auto 1.00 29187.99 Ea.

low & high pressure switches with following size of

storage tank & LPH capacity & erected as directed [C]

Ltr / Hr with 150 psi 2 nos booster pump.

Providing and erecting water cooler having storage

capacity 80Ltr. & cooling capacity 40 Ltr.per hour @ an

ambient temp of 45˚ C. The outlet temp. of the water

should drop by 15˚ C within a hour, The water cooler

should be comprising of hermetically sealed compressor, 1.00 54515.76 Ea.

fan motor, condensing unit, water tank surrounded by

evaporating coil, thermostats, relay etc. complete with

necessary inlet & outlet connection. The body of water

cooler will be made from Stainless Steel.

Total Amounts Rs...…

Total Amounts Rs...…

Add 3% Contigency Charge Rs...…

Net Amounts Rs...…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPLAIKA - THARA

DIST.- BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION WORK OF PAVING BLOCK ROAD

LOCATION :- BHAKTINAGAR, NEAR TEJABHAI MAMLATDAR' S HOUSE @ THARA

Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a

base for road work including ramming the excavated stuff and

despositing on the road side slope as directed up to all lift and lead all

Providing and laying cement concrete 1:4:8 ( 1 cement : 4 coarse sand

: 8 Machine Cut stone aggregate 40mm nominal size ) and curring

complete including cost of formwork in (a) Foundation and plinth.

Providing and fixing Pre-Cast Rubber Dye Inter locking concrete Block

60mm thick with grade of concrete M-250 pnumatic compressed by

mechanically pressed and as per approved design including 75mm 450.00 701.90 Sqmt.

sand layer for levelling and filling the joint with sand in proper line and

Providing cement vata (10cm. x 10 cm. size) quarter round in cement

mortar 1:1 including neat cement finishing, watering etc. complete.

Total Amount Rs.....

Total Amount Rs.....

Add 2% Contigency Charge Rs.

Add 1% Q.C Charge Rs.

Total Amount Rs.....

Total Amount Rs.....

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION OF RECHARGE BORE WELL

LOCATION :- BAKULIYAVAS SMASHAN, AT. THARA

Item Description Qty. Unit Rate Amount

Drilling of pilot bore hole in alluvial strata by direct rotary rig

/ reverse rotary rig 300mm dia.

Reaming of 250/300 mm dia. pilot bore hole including

assembling, lowering housing casing, strainer pipes, gravel 162.00 Rmt. 547.42

packing, clay packing etc. 600mm.

Supply of clay ball of size ranging from 25 mm to 50 mm

made from stickly clay at site of work as certified by 3.00 Cumt. 758.51

Lowering and removing of 100 mm dropline and 32 mm dia

airline for development of each water bearing zone come

across upto full depth of tubewell of size of 300 mm dia. for

tubewell having depth upto 186 meter through suitable air 162.00 Rmt. 149.48

compressor. the job is for complete period of development

of tubewell. (Without charges for air compressor).

Electrologging charges (With Carting) (a) fow Own Deptt.

Works: For Banaskantha District.

Compressor Test of tube well by air compressor of

CFM/150 PSI capacity in all districts.

Supply of 300 mm dia. RCC Pipe used in drilling of RCC

Supply of 300 mm dia. RCC Pipe slotted (Strainer) Pipes

used in drilling of RCC tubewell.

Providing layer of Crushed Stone Aggregate (40 to 63 mm)

with all lead and lift in required thickness.

Providing layer of Crushed Metal (20 mm) with all lead and

lift in required thickeness.

Providing layer of Crushed Metal (10 mm) with all lead and

lift in required thickeness.

Excavation in all sorts of strata & formations incl. depositing

the unuseful excavated stuff as & where directed incl. sorting

& stacking useful materials as directed up to leads of 200 15.00 Cumt. 79.79

mt and all lifts etc. complete. incl. dewatering (a) In

overburden incl. hard murrum.

Precast concrete block masonry (including quoin blocks

jamb blocks closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1Cement

: 3 coarse sand: 6- graded stone aggregates of 20 mm and

down grade) in foundation and plinth cement morter 1:6.

Providing & Laying in position CC 1:2:4 GRADE using

cement sand and crushed metal including providing and

erecting necessary formwork, centering,vibrating, smooth 1.00 Cumt. 4809.72

finishing watering and curing as directed with all leads and

lifts etc complete. (A) sub structure

Providing cement plaster of cement and sand to stone

masonary including racking out joint with scaffolding,

finishing, watering, curing etc complete. (B) 20 mm thick

Supplying and fixing road sign board of M.S. plates and

angle iron including painting, lettering etc. complete

including fixing in C.C. 1:4:8 with necessary excavation etc.

complete as per I.R.C. type design.(ii)Non Reflective type.

MS Plate (For Bottom plate, clamps, bolts, etc.) upto

Total Amount Rs…

Total Amount Rs…

Add 2% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION OF RECHARGE BORE WELL

LOCATION :- BHAKTINAGAR AREA, AT. THARA

Item Description Qty. Unit Rate Amount

Drilling of pilot bore hole in alluvial strata by direct rotary rig

/ reverse rotary rig 300mm dia.

Reaming of 250/300 mm dia. pilot bore hole including

assembling, lowering housing casing, strainer pipes, gravel 162.00 Rmt. 547.42

packing, clay packing etc. 600mm.

Supply of clay ball of size ranging from 25 mm to 50 mm

made from stickly clay at site of work as certified by 3.00 Cumt. 758.51

Lowering and removing of 100 mm dropline and 32 mm dia

airline for development of each water bearing zone come

across upto full depth of tubewell of size of 300 mm dia. for

tubewell having depth upto 186 meter through suitable air 162.00 Rmt. 149.48

compressor. the job is for complete period of development

of tubewell. (Without charges for air compressor).

Electrologging charges (With Carting) (a) fow Own Deptt.

Works: For Banaskantha District.

Compressor Test of tube well by air compressor of

CFM/150 PSI capacity in all districts.

Supply of 300 mm dia. RCC Pipe used in drilling of RCC

Supply of 300 mm dia. RCC Pipe slotted (Strainer) Pipes

used in drilling of RCC tubewell.

Providing layer of Crushed Stone Aggregate (40 to 63 mm)

with all lead and lift in required thickness.

Providing layer of Crushed Metal (20 mm) with all lead and

lift in required thickeness.

Providing layer of Crushed Metal (10 mm) with all lead and

lift in required thickeness.

Excavation in all sorts of strata & formations incl. depositing

the unuseful excavated stuff as & where directed incl. sorting

& stacking useful materials as directed up to leads of

mt and all lifts etc. complete. incl. dewatering (a) In

overburden incl. hard murrum.

Precast concrete block masonry (including quoin blocks

jamb blocks closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1Cement

: 3 coarse sand: 6- graded stone aggregates of 20 mm and

down grade) in foundation and plinth cement morter 1:6.

Providing & Laying in position CC 1:2:4 GRADE using

cement sand and crushed metal including providing and

erecting necessary formwork, centering,vibrating, smooth

finishing watering and curing as directed with all leads and

lifts etc complete. (A) sub structure

Providing cement plaster of cement and sand to stone

masonary including racking out joint with scaffolding,

finishing, watering, curing etc complete. (B) 20 mm thick

Supplying and fixing road sign board of M.S. plates and

angle iron including painting, lettering etc. complete

including fixing in C.C. 1:4:8 with necessary excavation etc. 1.00 Nos. 1878.98

complete as per I.R.C. type design.(ii)Non Reflective type.

MS Plate (For Bottom plate, clamps, bolts, etc.) upto

Total Amount Rs…

Total Amount Rs…

Add 2% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION OF RECHARGE BORE WELL

LOCATION :- OPP. PAVAPURI GATE, AT. THARA

Item Description Qty. Unit Rate Amount

Drilling of pilot bore hole in alluvial strata by direct rotary rig

/ reverse rotary rig 300mm dia.

Reaming of 250/300 mm dia. pilot bore hole including

assembling, lowering housing casing, strainer pipes, gravel 162.00 Rmt. 547.42

packing, clay packing etc. 600mm.

Supply of clay ball of size ranging from 25 mm to 50 mm

made from stickly clay at site of work as certified by 3.00 Cumt. 758.51

Lowering and removing of 100 mm dropline and 32 mm dia

airline for development of each water bearing zone come

across upto full depth of tubewell of size of 300 mm dia. for

tubewell having depth upto 186 meter through suitable air 162.00 Rmt. 149.48

compressor. the job is for complete period of development

of tubewell. (Without charges for air compressor).

Electrologging charges (With Carting) (a) fow Own Deptt.

Works: For Banaskantha District.

Compressor Test of tube well by air compressor of

CFM/150 PSI capacity in all districts.

Supply of 300 mm dia. RCC Pipe used in drilling of RCC

Supply of 300 mm dia. RCC Pipe slotted (Strainer) Pipes

used in drilling of RCC tubewell.

Providing layer of Crushed Stone Aggregate (40 to 63 mm)

with all lead and lift in required thickness.

Providing layer of Crushed Metal (20 mm) with all lead and

lift in required thickeness.

Providing layer of Crushed Metal (10 mm) with all lead and

lift in required thickeness.

Excavation in all sorts of strata & formations incl. depositing

the unuseful excavated stuff as & where directed incl. sorting

& stacking useful materials as directed up to leads of

mt and all lifts etc. complete. incl. dewatering (a) In

overburden incl. hard murrum.

Precast concrete block masonry (including quoin blocks

jamb blocks closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1Cement

: 3 coarse sand: 6- graded stone aggregates of 20 mm and

down grade) in foundation and plinth cement morter 1:6.

Providing & Laying in position CC 1:2:4 GRADE using

cement sand and crushed metal including providing and

erecting necessary formwork, centering,vibrating, smooth

finishing watering and curing as directed with all leads and

lifts etc complete. (A) sub structure

Providing cement plaster of cement and sand to stone

masonary including racking out joint with scaffolding,

finishing, watering, curing etc complete. (B) 20 mm thick

Supplying and fixing road sign board of M.S. plates and

angle iron including painting, lettering etc. complete

including fixing in C.C. 1:4:8 with necessary excavation etc. 1.00 Nos. 1878.98

complete as per I.R.C. type design.(ii)Non Reflective type.

MS Plate (For Bottom plate, clamps, bolts, etc.) upto

Total Amount Rs…

Total Amount Rs…

Add 2% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION OF RECHARGE BORE WELL

LOCATION :- OPP. SCHOOL NO.2, AT. THARA

Item Description Qty. Unit Rate Amount

Drilling of pilot bore hole in alluvial strata by direct rotary rig

/ reverse rotary rig 300mm dia.

Reaming of 250/300 mm dia. pilot bore hole including

assembling, lowering housing casing, strainer pipes, gravel 162.00 Rmt. 547.42

packing, clay packing etc. 600mm.

Supply of clay ball of size ranging from 25 mm to 50 mm

made from stickly clay at site of work as certified by 3.00 Cumt. 758.51

Lowering and removing of 100 mm dropline and 32 mm dia

airline for development of each water bearing zone come

across upto full depth of tubewell of size of 300 mm dia. for

tubewell having depth upto 186 meter through suitable air 162.00 Rmt. 149.48

compressor. the job is for complete period of development

of tubewell. (Without charges for air compressor).

Electrologging charges (With Carting) (a) fow Own Deptt.

Works: For Banaskantha District.

Compressor Test of tube well by air compressor of

CFM/150 PSI capacity in all districts.

Supply of 300 mm dia. RCC Pipe used in drilling of RCC

Supply of 300 mm dia. RCC Pipe slotted (Strainer) Pipes

used in drilling of RCC tubewell.

Providing layer of Crushed Stone Aggregate (40 to 63 mm)

with all lead and lift in required thickness.

Providing layer of Crushed Metal (20 mm) with all lead and

lift in required thickeness.

Providing layer of Crushed Metal (10 mm) with all lead and

lift in required thickeness.

Excavation in all sorts of strata & formations incl. depositing

the unuseful excavated stuff as & where directed incl. sorting

& stacking useful materials as directed up to leads of

mt and all lifts etc. complete. incl. dewatering (a) In

overburden incl. hard murrum.

Precast concrete block masonry (including quoin blocks

jamb blocks closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1Cement

: 3 coarse sand: 6- graded stone aggregates of 20 mm and

down grade) in foundation and plinth cement morter 1:6.

Providing & Laying in position CC 1:2:4 GRADE using

cement sand and crushed metal including providing and

erecting necessary formwork, centering,vibrating, smooth

finishing watering and curing as directed with all leads and

lifts etc complete. (A) sub structure

Providing cement plaster of cement and sand to stone

masonary including racking out joint with scaffolding,

finishing, watering, curing etc complete. (B) 20 mm thick

Supplying and fixing road sign board of M.S. plates and

angle iron including painting, lettering etc. complete

including fixing in C.C. 1:4:8 with necessary excavation etc. 1.00 Nos. 1878.98

complete as per I.R.C. type design.(ii)Non Reflective type.

MS Plate (For Bottom plate, clamps, bolts, etc.) upto

Total Amount Rs…

Total Amount Rs…

Add 2% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION OF RECHARGE BORE WELL

LOCATION :- DADAVADI SUMP, AT. THARA

Item Description Qty. Unit Rate Amount

Drilling of pilot bore hole in alluvial strata by direct rotary rig

/ reverse rotary rig 300mm dia.

Reaming of 250/300 mm dia. pilot bore hole including

assembling, lowering housing casing, strainer pipes, gravel 162.00 Rmt. 547.42

packing, clay packing etc. 600mm.

Supply of clay ball of size ranging from 25 mm to 50 mm

made from stickly clay at site of work as certified by 3.00 Cumt. 758.51

Lowering and removing of 100 mm dropline and 32 mm dia

airline for development of each water bearing zone come

across upto full depth of tubewell of size of 300 mm dia. for

tubewell having depth upto 186 meter through suitable air 162.00 Rmt. 149.48

compressor. the job is for complete period of development

of tubewell. (Without charges for air compressor).

Electrologging charges (With Carting) (a) fow Own Deptt.

Works: For Banaskantha District.

Compressor Test of tube well by air compressor of

CFM/150 PSI capacity in all districts.

Supply of 300 mm dia. RCC Pipe used in drilling of RCC

Supply of 300 mm dia. RCC Pipe slotted (Strainer) Pipes

used in drilling of RCC tubewell.

Providing layer of Crushed Stone Aggregate (40 to 63 mm)

with all lead and lift in required thickness.

Providing layer of Crushed Metal (20 mm) with all lead and

lift in required thickeness.

Providing layer of Crushed Metal (10 mm) with all lead and

lift in required thickeness.

Excavation in all sorts of strata & formations incl. depositing

the unuseful excavated stuff as & where directed incl. sorting

& stacking useful materials as directed up to leads of

mt and all lifts etc. complete. incl. dewatering (a) In

overburden incl. hard murrum.

Precast concrete block masonry (including quoin blocks

jamb blocks closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1Cement

: 3 coarse sand: 6- graded stone aggregates of 20 mm and

down grade) in foundation and plinth cement morter 1:6.

Providing & Laying in position CC 1:2:4 GRADE using

cement sand and crushed metal including providing and

erecting necessary formwork, centering,vibrating, smooth

finishing watering and curing as directed with all leads and

lifts etc complete. (A) sub structure

Providing cement plaster of cement and sand to stone

masonary including racking out joint with scaffolding,

finishing, watering, curing etc complete. (B) 20 mm thick

Supplying and fixing road sign board of M.S. plates and

angle iron including painting, lettering etc. complete

including fixing in C.C. 1:4:8 with necessary excavation etc. 1.00 Nos. 1878.98

complete as per I.R.C. type design.(ii)Non Reflective type.

MS Plate (For Bottom plate, clamps, bolts, etc.) upto

Total Amount Rs…

Total Amount Rs…

Add 2% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- LAKE DREDGING

LOCATION :- AT. THARA

Item Description Qty. Unit Rate Amount

Earthwork for embankment including breaking clods,

dressing with all lead and lift (excluding watering and 6400.00 Ccumt. 169.27

consolidation) upto all lift and lead and all Strata.

Total Amount Rs…

Total Amount Rs…

Add 2% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION WORK OF RCC PIPE DRAIN

LOCATION :- NAYIKADEVI GARDEN @ THARA

Item Description Qty. Unit Rate Amount

Excavation for pipe line trenches for water supply sewerage

line, manhole etc. all with snoring and struting if required as

per required gradient and line including safety and stacking

excavated stuff including up to all required provisions using 725.60 Cumt. 89.89

site rails lead cleaning the site etc. complete for all lifts and

strata as specified. (in all sorts of soil and soft murrum.

Providing and supplying ISI Standard R.C.C, pipes(of

Sulphate Resisting Cement) in standard lengths of following

class and aiameter suttabile for etther collar |oints or rubber

ring foints including al taxes, insurance, transportation,

trelght charges, octrol, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc.

Note. One collar should be supplied with each full length

plain ended RCC pipe, cost included in rates below. one

rubber ring should be supplied with each full length socketed

pipe, cost included in rates below. Class NP3 Test Pressure

0.7 kg/sq.cm (200mm dia. Pipe)

Lowering laying and jointing R. C. C. pipes in C. M. 1:1 1/2

of following diameters proper position, grade and alignment

at all level as directed by Engineer-in-charge including 300.00 Rmt. 88.88

conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal surplus stuff as directed within a 704.40 Cumt. 22.22

radius of 3 km.

Providing and constructing Sewer manholes, Scraper

manholes and unit house connection chamber, as per the

type design masonry in C. M. 1:5 and inside and outside

20mm thick plastering in C. M. S brick 00Z 1:3 necessary

100 mm coping with reinforcement in R.C.C.M. fixing C.

steps and fixing manhole frame and covers (But excluding

supply of manhole frame and covers) over manholes and

house connection chambers and fixing Manhole covers (but 15 Nos. 12300.79

excluding supplying of manhole covers) over Scraper

manhole etg complete, providing and-fixing safety chain

wherever necessary as per the stipulations in the rype

design complete as per latest CPHEEO manual. (excl.

excavation). Manhole type A Circular type having inside

diameter of 1200 mm for depth upto 1.5 m depth

RCC precast M.H. Frame & Cover Manufacture, supply &

Delivery at store or at site of work precast RCC M.200

Frame & cover suttable to dralnage M.H. and as per nype

deslgn & Drawing hcluding cost of reinforcement M.S Angles

or Flat, curing mold work etc.v

Item No. 6.1 Heavy Duty Frame 15 Nos. 1,132.21

Item No. 6.2 Heavy Duty Cover 15 Nos. 1184.73

Total Amount Rs…

Total Amount Rs…

Add 3% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION WORK OF RCC PIPE DRAIN

LOCATION :- NEAR STP TO TALAV @ THARA

Item Description Qty. Unit Rate Amount

Excavation for pipe line trenches for water supply sewerage

line, manhole etc. all with snoring and struting if required as

per required gradient and line including safety and stacking

excavated stuff including up to all required provisions using 477.00 Cumt. 89.89

site rails lead cleaning the site etc. complete for all lifts and

strata as specified. (in all sorts of soil and soft murrum.

Providing and supplying ISI Standard R.C.C, pipes(of

Sulphate Resisting Cement) in standard lengths of following

class and aiameter suttabile for etther collar |oints or rubber

ring foints including al taxes, insurance, transportation,

trelght charges, octrol, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc.

Note. One collar should be supplied with each full length

plain ended RCC pipe, cost included in rates below. one

rubber ring should be supplied with each full length socketed

pipe, cost included in rates below. Class NP3 Test Pressure

0.7 kg/sq.cm (450mm dia. Pipe)

Lowering laying and jointing R. C. C. pipes in C. M. 1:1 1/2

of following diameters proper position, grade and alignment

at all level as directed by Engineer-in-charge including 200.00 Rmt. 172.71

conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal surplus stuff as directed within a 462.90 Cumt. 22.22

radius of 3 km.

Providing and constructing Sewer manholes, Scraper

manholes and unit house connection chamber, as per the

type design masonry in C. M. 1:5 and inside and outside

20mm thick plastering in C. M. S brick 00Z 1:3 necessary

100 mm coping with reinforcement in R.C.C.M. fixing C.

steps and fixing manhole frame and covers (But excluding

supply of manhole frame and covers) over manholes and

house connection chambers and fixing Manhole covers (but 8 Nos. 12300.79

excluding supplying of manhole covers) over Scraper

manhole etg complete, providing and-fixing safety chain

wherever necessary as per the stipulations in the rype

design complete as per latest CPHEEO manual. (excl.

excavation). Manhole type A Circular type having inside

diameter of 1200 mm for depth upto 1.5 m depth

RCC precast M.H. Frame & Cover Manufacture, supply &

Delivery at store or at site of work precast RCC M.200

Frame & cover suttable to dralnage M.H. and as per nype

deslgn & Drawing hcluding cost of reinforcement M.S Angles

or Flat, curing mold work etc.v

Item No. 6.1 Heavy Duty Frame 8 Nos. 1,132.21

Item No. 6.2 Heavy Duty Cover 8 Nos. 1184.73

Total Amount Rs…

Total Amount Rs…

Add 3% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- CONSTRUCTION WORK OF RCC PIPE DRAIN

LOCATION :- CHORYASI AREA, REFARAL HOSPITAL TO VINAYAK CLINIC @ THARA

Item Description Qty. Unit Rate Amount

Excavation for pipe line trenches for water supply sewerage

line, manhole etc. all with snoring and struting if required as

per required gradient and line including safety and stacking

excavated stuff including up to all required provisions using 596.30 Cumt. 89.89

site rails lead cleaning the site etc. complete for all lifts and

strata as specified. (in all sorts of soil and soft murrum.

Providing and supplying ISI Standard R.C.C, pipes(of

Sulphate Resisting Cement) in standard lengths of following

class and aiameter suttabile for etther collar |oints or rubber

ring foints including al taxes, insurance, transportation,

trelght charges, octrol, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc.

Note. One collar should be supplied with each full length

plain ended RCC pipe, cost included in rates below. one

rubber ring should be supplied with each full length socketed

pipe, cost included in rates below. Class NP3 Test Pressure

0.7 kg/sq.cm (450mm dia. Pipe)

Lowering laying and jointing R. C. C. pipes in C. M. 1:1 1/2

of following diameters proper position, grade and alignment

at all level as directed by Engineer-in-charge including 250.00 Rmt. 172.71

conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal surplus stuff as directed within a 578.60 Cumt. 22.22

radius of 3 km.

Providing and constructing Sewer manholes, Scraper

manholes and unit house connection chamber, as per the

type design masonry in C. M. 1:5 and inside and outside

20mm thick plastering in C. M. S brick 00Z 1:3 necessary

100 mm coping with reinforcement in R.C.C.M. fixing C.

steps and fixing manhole frame and covers (But excluding

supply of manhole frame and covers) over manholes and

house connection chambers and fixing Manhole covers (but 10 Nos. 12300.79

excluding supplying of manhole covers) over Scraper

manhole etg complete, providing and-fixing safety chain

wherever necessary as per the stipulations in the rype

design complete as per latest CPHEEO manual. (excl.

excavation). Manhole type A Circular type having inside

diameter of 1200 mm for depth upto 1.5 m depth

RCC precast M.H. Frame & Cover Manufacture, supply &

Delivery at store or at site of work precast RCC M.200

Frame & cover suttable to dralnage M.H. and as per nype

deslgn & Drawing hcluding cost of reinforcement M.S Angles

or Flat, curing mold work etc.v

Item No. 6.1 Heavy Duty Frame 10 Nos. 1,132.21

Item No. 6.2 Heavy Duty Cover 10 Nos. 1184.73

Total Amount Rs…

Total Amount Rs…

Add 3% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika

THARA NAGARPALIKA - THARA

DIST. : BANASKANTHA

SCHEME:- 15th FINANCE COMMISSION GRANT

NAME OF WORK :- PROVIDING AND FIXING WATER IRRIGATION SYSTEM FOR GARDEN

LOCATION :- NAYIKADEVI GARDEN @THARA

Item Description Qty. Unit Rate Amount

Providing & Supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring

fit joint including cost of ring, as per IS specification no.

4985/1988 including all local and central taxes,

transportation, freight charges, octroi, inspection charge, 450.00 Rmt. 323.20

loading, unloading, conveyance to the departmental stores

and including cost of jointing material etc. complete.

1. one coupler/ring shall be provided with each full length

pipe cost of which is included.

Excavation for pipe line trenches for water supply sewerage

line, manhole etc. all with snoring and struting if required as

per required gradient and line including safety and stacking

excavated stuff including up to all required provisions using

site rails lead cleaning the site etc. complete for all lifts and

strata as specified. (in all sorts of soil and soft murrum.

Lowering laying fixing and jointing PVC/uPVC/cPVC pipes

and specials of following class and diameter including cost

of conveyance from stores to site of works including cost of 450.00 Rmt. 19.19

labour, material, cement solvent, giving satisfactory

hydraulic testing as per ISI code.

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal surplus stuff as directed within a 604.00 Cumt. 22.22

radius of 3 km.

Providing and Fixing irrigation Pain LLDPE Lateral pipe

2.5kg/sq.cm with required connection and all fiting including

Labour charge etc. Completed as per instructed engineer -in-

Providing and Fixing of Mini Sprinkler (Double Nozzle Full

Circle -SD) Complete set with requited connection and

requred fitting materials amd labour charge etc. completed

as per instructed by engineer-in-charge.

Providing and Fixing of PP Control Valve (SUV32HFF)

Complete set with requited fitting materials amd labour

charge etc. completed as per instructed by engineer-in-

Providing & erecting open well horizontal mono block pump

set with cast iron body, complete for three phase

submersible motor having. [D] For 5 HP 3 phase open well

horizontal mono block pump set suitable for 1350 LPM to

310 LPM @ 10 to 42 Mtr head suitable for 50/65 mm dia

Total Amount Rs…

Total Amount Rs…

Add 3% Contigency Charge Amount Rs…

Total Amount Rs…

Total Amount Rs…

Stamp with Signature of Contractor

Design Point Engineer

Consl. Engineer Thara Nagarpalika

Chief Officer President

Thara Nagarpalika Thara Nagarpalika