Constg. of Sports Ground at R.S.No.24 of Village Palli , Taluka. Limkheda under 2225 New Gujarat Pattern (TASP) Yojana 2025-26.

No. figures Amount

Civil Work

1 Excavation for foundation upto 1.5M depth including sorting 813.99 Cu.m. 160.89

out and stacking of useful materials and disposing of the

excavated stuff upto 50 Meter lead.in Dense or Hard Soil.

2 Filling available excavated earth (excluding rock) in enches 420.15 Cu.m. 137.47

plinth, sides of foundations etc. in layers not 1x ding 20 cm. in

depth consolidating each disposited 2 layer by ramming and

3 Earthwork for embankment incuding breaking clods, dressing 394.35 Cu.m. 401.98

with aal lead and lift ( execluding watering and consolidation ) (e)

from borrow area within 15.00 km lead (RED SOIL)

4 Rolling and consolidation of soling including filling in depression 15268.00 Sq.m 22.75

which occur during the process, with power roler 8 tonne to

5 Providing and fixing Precast Compound wall including Excavation 397.00 Rmt. 1740.23

foundation 450mm Dia up to 600mm depth. pole size :- 150 x

150 x2700 mm ( 7 nos of 3mm wire in the pole ) Pannel size:-

2100 x 300 x 50 mm ( 4 nos of 3mm wire in the panel ) M25

GRADE materials fill in the excavation.

6 Providing and fixing in position steel gates using angle iron 4.50 Sqm. 1787.70

sections steel bars M.S. plats as per design and drawing

including welding, cutting applying priming coat of red lead paint

and oil painting etc. complete. (Weight of gate not les

7 Providing and laying cement concrete 1:4:8 ( 1 cement 4: sand 8: 1.75 Cu.m. 2679.92

hand broken stone aggregate 40mm nominal size and curing

complete excuding cost of formwork in (A) fondation and plinth

8 Brick work using common burnt clay building bricks having 13.90 Cu.m. 4342.24

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

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

9 Providing and laying cement concrete 1:2:4 ( 1 cement 2: sand 4: 1.75 Cu.m. 3653.61

graded stone aggregate 20mm nominal size and curing complete

excuding cost of formwork in (A) fondation and plinth.

of 20cm. Thickness including watering ,ramming and

consolidation etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Half brick masonry in common brunt clay building bricks having 12.90 Sq.mt. 644.52

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1-Cement : 4 -coarse sand ) in foundation and plinth @fly

12 Providing 15mm thick cement plaster in single coat on Rough 62.45 Sq.mt. 201.79

(Similar)side of single or half brick walls for interior plastering

upto floor two level and finished even and smooth in (i) Cement

mortar 1:3 (1-cement :3-sand)

13 Providing 10 mm. thick cement plaster in single coat on 74.35 Sq.mt. 153.77

brick/concrete wall for interior plastering up t floor two level

finished even and smooth in [I] Cement mortar 1:4 (1 cement :

fine sand)

14 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- 1.50 Cu.m. 6304.20

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

and curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (iv) Slabs having

more than 13cm and upto 15cm thickness

15 Providing H.Y.S.D. Bar reinforcement for R.C.C. work including 190.00 KG 63.87

bending, binding and placing in position complete up to floor two

16 Providing and laying Ceramic tiles 6 mm thick in flooring treads 8.31 Sq.mt. 1017.30

of steps and landing laid on a bed of 12 mm thick cement mortar

1:3 (1-cement:3-coarses and) finishing with flush pointing in

white cement.

17 Providing and laying white glazed tiles 6 mm thick in skrting 6.63 Sq.mt. 1017.48

risers of steps and dedo on 10 mm thick cement plaster 1:3 (1-

cement:3-coarsesand)and jointed with white cement slurry

18 Provoding and fixing flush door shutters, solid core construction 8.91 Sq.mt. 1829.74

with frame of first classhard wood with cross board and

faceveneer or plywood face panels, including an odised

alluminium butthinges with necessary screws.(B) Non-decorative

type and block board coreanodised alluminium butthinges in

flush door shutters (2) 35 mm thick.

19 Providing and laying cement concrete flooring 1:2:4 (1: cement 2: 0.35 Sq.mt. 304.40

sand 4: graded stone 20mm nomilized ) or m/1.1.5( 1 lime

putty; 1.5: course sand) laid in one layer and finished with a

floating coatfneat cement (a) 40 mm thick

20 Providing upto floor two level precast cement concrete jali or gril 0.36 Sq.mt. 759.58

1:2:4 mix reinforced with 1.6mm dia steel wire including

roughning,cleaning,fixing and finishing in cement mortar 1:3 and

curing complete @ 25mm thick

21 Colour washing with lime on wall surface (two coats ) over and 34.42 Sq.mt. 21.57

including a primary coat of white washing to give an even shade

after through brooming the surface to remove all dirt, dust,

mortar drops and other foreigh matter and Extra over item 17 to

18 for every sub sequent coat of colour wash with lime on wall

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

22 Distemering with dry distemper of approved brand and 33.80 Sq.mt. 66.01

manufactured and of requird shade on wall surface of given an

even shade over and including a priming coat of whiting after

thoroghly brooming the surface free frome mortar dropping and

other goreign matter

23 Providing and fixing water closet squatting Pan (Indian type 2.00 Each 1019.19

W.C.Pan) size 580 mm (Earth work,bed concrete, foot reste and

trap to beme a sured and paid for separately) (A) VitreousChina

.(I)Long pattern = White colour

24 Providing and fixing washbasin with single hole for pillar tap with 2.00 Each 1486.04

C.I. or M.S. brackets painted white including sutting holes and

making good the same but excluding fittings.(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i) In

white colour.

25 Providing and fixing Urinal or approved quality including 2.00 Each 1074.86

conecting the Urinal with waste pipe , tap etc.complete.(A) White

earthen ware flat back or corner type size 430mm x 260mm x

26 Provding and fixing to wall celling and floor 6.0kg f/cm2 working 15.00 rmt. 107.74

pressure poluthene pipes of the following outside dia. Low

density complete with special flange compression type fitting

,wall clip etc. including making good the wall celling and floor (B)

27 Providing and fixing gun metal screw down bib tap (i) 15mm 2.00 Each 158.86

28 Providing and fixing pillar tap, capstan head, screw down high 2.00 Each 308.73

pressure with screws, shanks and back nuts. (i) 15mm dia.

29 Providing erecting and fixing double coated Syntex PVC. (ISI) 6000.00 ltr. 3.95

water tank of required capacity each with all necessary fittings

and connection etc. complete on terrace.

30 Providingand fixing cast iron (Spun) Nahni trap of the following 3.00 Each 661.79

nominal diameter of self cleaning design with C.I. screaed down

or higned grating including cost of cutting and making good the

walls and floor 100mm inlet and 50mm outlet.(C) 100mm dia

31 Providing and laying (to level or slopes) and jointing with stiff 11.00 Rmt. 225.47

mixture of Cement Mortar in proportion 1:1 Selt glazed

stoneware pipes including testing of pipes and joints

complete.(A) 100mm dia.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

32 Constructing brick masonry chamber for underground C.I. 1.00 Each 2932.93

Inspection chamber and bends with briocks having croshing

strength not less than 35Kg. Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg.) (R.C.C.

topslabewith1:2:4mix (1-cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neatcementon walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx 610mm and 450mm

deep for single pipe line.

33 (B) Providing sock pit of 5.00 Cu.M. Volume including excavating 1.00 Each 3285.35

and filling brickbats with dry masonry work at top for 45cm.

height including covering the top with stone including providing

vatas in C.M. 1:3 with finishing curing etc. complete as directed.

34 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size 1.00 Each 958.17

having weight not less than 35Kg.

35 Providing laying and jointing in true line and level 15mm dia. 23.00 Rmt. 72.65

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

PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent 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

concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

36 Brick work using common burnt clay building bricks having 13.33 Cu.m. 3853.23

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

and plinth in Cement motar 1:6 (1- cement :6-fine sand) (b)

conventional

37 Providing and laying cement concrete work M-200 (1- Cement : 1.60 Cu.m. 4153.88

1.5- Coarse sand : 3- graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in ( A ) Foundations

footing base of columns and mass concrete

38 Providing and Laying ordinary cement concrete M-200 (1- 0.40 Cu.m. 10869.50

Cement 1.5- coarse sand : 3- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

reinforsement for R.C.C work in Columan up to plinth

39 Providing and Laying ordinary cement concrete M-200 (1- 0.70 Cu.m. 7877.06

Cement 1.5- coarse sand : 3- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

reinforsement for R.C.C work in Ground Beam

40 Filling in plinth with sand under floors including watering 0.90 Cu.m. 419.82

ramming, consolidating and dressing etc. Complete

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

41 Brick work using common burnt clay building bricks having 6.90 Cu.m. 4141.66

crushing strength not less than 35 Kg. / Sq. Cm. in

Superstructure in Cement motar 1:6 (1- cement :6-fine sand)

brick work in superstructure above plinth level up to floor two

level (B) Conveentional

42 Providing and Laying ordinary cement concrete M-200 (1- 0.95 Cu.m. 10869.51

Cement 1.5- coarse sand : 3- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

reinforsement for R.C.C work in Column

43 Providing and Laying ordinary cement concrete M-200 (1- 1.75 Cu.m. 7665.49

Cement 1.5- coarse sand : 3- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

reinforsement for R.C.C work in Slab

44 Providing and Laying ordinary cement concrete M-200 (1- 0.95 Cu.m. 7877.05

Cement 1.5- coarse sand : 3- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

reinforsement for R.C.C work in Beam

45 Providing TMT Bar FE 500D reinforcement for R.C.C. work 675.00 Kg. 77.29

including bending, binding and placing in position complete upto

floor two level

46 Providing 20mm thick cement plaster in single coat on single or 46.70 Sq.m. 229.15

half brick walls for interior plastering upto floor two level and

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

47 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 9.00 Sq.m. 1434.75

(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 (double Vitrified)

48 Providing and fixing window having extruded aluminum Colour 2.90 Sq.m. 1705.67

Powder Coated section frame main outer size 63.50 x 38.10 x

1.95 mm(of Jindal Section no:4605,@ Wt 1.094 Kg / Rmt),

horizontal two track member size 61.85 mm x 31.75 mm x

1.20mm (of Jindal Section no: 8687 @ wt.of 0.695 Kg/mt),

vertical member of size 61.85 mm x 31.75mm x 1.30 mm (of

Jindal Section no:8758 @ wt.of 0.0.659 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

49 Providing and fixing M.S. grills of required pattern to wooden 43.30 Kg. 110.31

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.

50 Applying two coats of putty & two coats of primer of approved 86.20 Sq.m. 40.59

brand and manufacture on new wall surface to give an even

shade including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth.

51 Distempeing (Two coats) with oil bound washable distemper of 39.50 Sq.m. 77.30

approved brand and manufacture and of required shade on wall

surfaces to give an even shade, over and including a priming

coat with alkali resistance primer of approved brand after

thoroughly brushing the surface and other foreign matter and

also including preparing the surface even and sand parpered

52 Finishing wall with water proofing cement paint of on wall 46.70 Sq.m. 62.43

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly

brushing the surface to remove all dirt and remains of loose

powered materials.

53 Providing and Applying Damp Proof over Celing Slab (2 Coats) 3.00 Liters 454.50

(Asian Paints)

54 Drilling of 215 mm dia. Bore in over burden strata (0-30) 90.00 RMT 346.43

including lowering and fixing of 175 mm nominal dia UPVC

pipe/175 mm dia ERW pipe upto required depth and further

drilling of 165mm dia bore hole in rocky strata by DTH rig.

55 Manufacture, supply and delivery of ISI marked (IS-12818) with 12.00 RMT 999.92

latest amendment.

Rates are inclusive of GST

c) UPVC casing pipe 175 mm nominal dia. "CS" type

56 Lowering of Single phase submersible pump set complete with 1.00 JOB 2870.42

required length of HDPE pipe, cable in borewell and fitting of

control panel board including wiring work and satisfactory testing

as per instruction of Engineer in charge at different villages

including carting/ loading/ unloading of material to site for bore

deptrh upto 90 mts....

(Mech. SOR 2021-22, Setion-E, Item No. 52.1(A),Page No.78)

1) 40mm dia MS Pipe Clamp with fitting accessorries

2) 175mm x 40mm Bore cap in two Halves with 40mm Hole

3) Submerssible coupler for jointing of sub pump & HDPE Pipe

4) Teflon tape

( As per approved rate by SE,P.H.M.Circle-Vadodra vide No.

Bore Plug of 100 mm Height made from 5 mm thick M.S. plate

(For top also) with 3 holes at equal distance on circumference for

nut – bolts type, locking arrangement with nuts – bolts & lock

nuts of std. make complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

57 Providing & Supplying Single phase Borewell sub pump motor 1.00 SET 11835.18

set with control panel Cat Q : 1.3, 20 LPM/110 mtr Head 1.5 HP

MOC: Casing: CI-FG260, Impeller : Bronze & Shaft : SS:410

58 PVC insulated flat submersible cable as per detailed technical 120.00 RMT 57.70

specifications of R/C of GWSSB conforming to IS 694, IEC

59 Manufacture, Supply and delivery of following ISI marked 120.00 RMT 55.55

H.D.P.E. Pipes (IS:4984/1985 with latest amendment) having

material Grade PE-80 in approximate 100 mtr. Coil length or as

per GWSSB requirement with SS-316 Nipple at both end having

11 TPI threading as per specification, press fitted and bolted

having nominal diameter as under as per detailed Technical

Specification.Rates are based on IOCL Resin A Grade 45 GP

004DP44 as on dated 01.12.2017 Rs. 90284/- (Without GST)

Rates are Exclusive of GST.

60 Providing and laying cement concret 1:5:10 (1- Cement : 5 - 1.00 Cu.m. 2517.14

Coars sand : 10 - hand broken stone aggregates 40mm nominal

size) and curing complete excluding cost of formwork in (A)

foundation and plinth

61 Providing and Laying ordinary cement concrete 1:2:4 ( 1- 0.90 Cu.m. 7475.61

Cement 2- coarse sand : 4- graded stone aggrehates 20 mm

nominal size0 and finising smooth with cursing etc. complete

including the cost of formwork but excluding the cost of

reinforscement for R.C.C. Work in (ii) SLAB having more than

cm. and upto 10 cm. thickness. .

62 Providing ISI Mark TMT Bar 415 Fe reinforcement for R.C.C. 72.00 Kg. 68.33

work includng bending, binding and placing in position complete

up to floor teo level.

63 Providing laying and joining in true line and level 15mm dia. 10.00 Meter 91.84

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

concelled as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive

solvent,including cost of all materials.[A] 25mm.

64 Providing and fixing screw down bib taps of following size.(i) 10.00 Each 158.86

65 Providing and fixing 20 cm x 15 cm x 2.5 cm Marble data plate 1.00 Each 279.69

set in cm. 1:4 including finished and engraving lettering as

directed etc. complete.

66 Taking color Photoghraphs at site of work ( 3 copy of 3.00 Set 151.50

photoghraphs in One set) etc comp.

Total Amount TOTAL Rs.

Total Amount TOTAL Rs.

i.e. Rupees Nineteen Lakh(s) Sixteen Thousand Seven Hundred Ninety Three And Paise Ninety Two Only

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Deputy Executive Engineer

Panchayat (R & B) Sub Division Godhra Electrical Sub Division

LIMKHEDA R&B Deptt. Godhra

Divisional Account Officer

Panchayat (R & B) Division Executive Engineer Executive Engineer

DAHOD Godhra Electrical Division Panchayat (R & B) Division