New Gujarat Pattern 2025-26 PROPOSED CONSTRUCTION OF MAITRI GIRLS HOSTEL AT SONGADH TA.SONGADH, DIST.TAPI

Item No. Quantity Unit Amount

Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting out and stacking 519.67 CMT. 120.00

of useful materials and disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil ( I ) 0 To 1.5 mt. Depth

2 Excavation for foundation upto 1.5 m to 3.0 m depth including sorting out and 413.17 CMT. 132.86

stacking of useful materials and disposing off the excavated stuff upto 50 Meter

lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT Depth

3 Filling in plinth with sand under floors including watering ramming, consolidating 75.01 CMT. 471.69

and dressing complete '(A) Foundation and plinth

4 Filling available excavated earth (Including rock in trenches plinth, sides of 781.39 CMT. 133.65

foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering)

20 cm. Thickness. Incl. watering, ramming & consolidation etc. complete.

6 Providing and laying cement concrete 1:2:4 (1- Cement :2- Coarse sand : 4- graded 125.60 CMT. 3966.27

stone aggregates 20 mm nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth (A) PCC

7 Providing and laying controlled cement concrete M.250 and curing complete 100.87 CMT. 4534.90

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in foundation, footings base of column and mass concrete.

(A) Footing/ Raft

8 Providing and laying controlled cement concrete M.250 and curing complete 12.62 CMT. 7176.05

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D) Column, Pillers, posts and struts

, upto Plinth

9 Providing and laying controlled cement concrete M.200 and curing complete 18.72 CMT. 7139.69

inculding the cost of formwork and Excluding reinforcement for reinforced concrete

work in in All Types of Column D) Column, Pillers, posts and struts upto Ground

10 Providing and laying controlled cement concrete M.200 and curing complete 9.34 CMT. 7180.94

inculding the cost of formwork and Excluding reinforcement for reinforced concrete

work in in All Types of Column D) Column, Pillers, posts and struts upto First Floor

11 Providing and laying controlled cement concrete work M250 and curing complete 35.63 CMT. 6450.87

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in Beams. (E) Beam, upto Plinth

12 Providing and laying controlled cement concrete work M200 and curing complete 40.30 CMT. 6413.50

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in Beams. Ground Floor

13 Providing and laying controlled cement concrete work M200 and curing complete 17.08 CMT. 6454.75

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in Beams. first Floor

14 Providing and laying controlled cement concrete work M200 and curing complete 73.30 CMT. 6356.94

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in All Types of Slabs. Ground Floor

15 Providing and laying controlled cement concrete work M200 and curing complete 3.50 CMT. 6303.41

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in All Types of Stair case Ground Floor

16 Providing and laying controlled cement concrete work M200 and curing complete 2.79 CMT. 6546.82

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in All Types of Wall,All Thickness in Walls PARDI upto Ground Floor

17 Providing and laying controlled cement concrete work M200 and curing complete 4.17 CMT. 7311.39

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in Lintel. upto Ground Floor

18 Providing and laying controlled cement concrete work M200 and curing complete 0.62 CMT. 7352.64

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in Lintel. upto First Floor

19 Providing and laying controlled cement concrete work M200 and curing complete 8.64 CMT. 7002.33

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in Chajja. Upto Ground Floor

20 Providing and laying controlled cement concrete work M200 and curing complete 3.38 CMT. 7043.58

including the cost of form work but excluding the cost of reinforcement of reinforced

concrete work in Chajja. Upto First Floor

21 Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. work 39032.38 Kg . 77.43

including binding, bending and placing in position complete upto floor two level

,Ground Floor , First floor , Terrace Floor All Floor Level.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

22 Brick work using common brunt clay building bricks having crushing strength not 48.02 CMT. 4121.54

less than 35 kg/sqcm. in foundation and plinth in cement mortar 1:6 (1 cement :6 fine

sand) etc.comp. (B) Conventional Ground floor upto Plinth

23 Brick work using common brunt clay building bricks having crushing strength not 109.69 CMT. 4403.39

less than 35 kg/sqcm. in superstructure above plinth level upto floor two level in

cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B) Conventional Ground Floor

24 Brick work using common brunt clay building bricks having crushing strength not 55.47 CMT. 4444.58

less than 35 kg/sqcm. in superstructure above plinth level upto floor two level in

cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B) Conventional First Floor

25 (i) Half brick masonry in common brunt clay building bricks having crushing 95.01 SMT. 614.83

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in Ground Floor (B) Conventional

26 (i) Half brick masonry in common brunt clay building bricks having crushing 14.20 SMT. 669.33

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in first Floor(B) Conventional

27 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single 859.71 SMT. 172.83

or Full/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) Ground Floor

28 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single 241.18 SMT. 196.80

or Full/half brick walls for interior plastering and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand) First Floor

29 Providing & laying 10 mm. thick cement plaster in single coat on fair side of ceilings 460.67 SMT. 155.21

for interior plastering upto floor two level and finishing with smooth mala plaster.(i)

Cement mortar 1:4 (1 cement : 4 sand) Ground Floor

30 20mm thick sand faced cement plaster on walls upto height 10 metres above ground 857.62 SMT. 337.52

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. Upto Ground

Floor to First Floor

31 Providing and laying polished Granite Slab 18mm thick in Flooring,Risers of steps, 59.64 SMT. 2440.16

Dedo, window sill, jembs and pillars laid 20mm thick Cement Mortar 1:4 (1-Cement :

4-Coarse Sand)and adhesive to fix and jointed with Grey Cement Slurry including full

molded round front edges , rubbing and polishing etc. complete.

32 Providing and laying polished Granite Slab 18mm thick in Risers of steps, Dedo, 145.91 SMT. 2446.22

window sill, jembs and pillars laid 10mm thick Cement Mortar 1:4 (1-Cement : 4-

Coarse Sand)and adhesive to fix and jointed with Grey Cement Slurry including full

molded round front edges , rubbing and polishing etc. complete

33 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of 530.87 SMT. 1099.95

steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing in white cement.,Soluble Salt Vitrified Tiles

34 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24'' in skrting risers of 208.49 SMT. 1169.98

steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry,Soluble Salt Vitrified Tiles Flooring.

35 Providing and fixing flush door both sides laminated andshutter fabricated from 35 64.68 SMT. 3373.40

mm thick solid core malemine faced three layered pre laminated flat pressed wood

based exterior grade bonded BWP/BWR synthetic resin having stamped IS

grade I type II including three coats of lacquer polishing to exposed wooden

surfaces and Stainless steel decorative type designs fixtures / fastening 2Nos.

Handles, 2Nos. Aldropes, towerbolt etc. as per architectural detailed drawing and as

directed by engineer in charge..

36 Providing and fixing window having extruded aluminum Colour anodized section 59.63 SMT. 1713.69

frame main outer size 63.50 x 38.10 x 1.95 mm(Wt 1.094 Kg / Rmt), horizontal two

track member size 61.85 mm x 31.75 mm x 1.20mm (wt.of 0.695 Kg/mt), vertical

member of size 61.85 mm x 31.75mm x 1.30 mm (wt.of 0.0.659 Kg/mt) with sliding

shutters of horizontal member size 40mm x 18mm x 1.29mm (wt.of 0.456Kg/mt),

vertical member of size 40mm x 18mm x 1.29mm (wt.of 0.456Kg/mt/ Section

@ 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.

37 Providing and fixing standared extruded of alluminium section of size 63mm x 8.70 SMT. 1175.55

38.10mm x 1.2mm (Jindal Section :2434, @ Wt. 0.643 Kg/mt) with colour anodized

alluminium frame for ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

38 Providing and fixing M.S. grill of required pattern of windows etc. with M.S.. flats at 819.96 Kg. 113.12

required spacing and frame alround square or round headed bolts and nuts or by

screws.including applying a priming coat of red lead paint and two coats of oil

painting etc complete (A)Plain grill

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

39 Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or 1561.56 SMT. 40.59

equivalent & two coats of primer of approved 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.

40 Wall painting (two coats) with plastic emulsion paint of approved brand and 1561.56 SMT. 81.37

manufacture on undecorated wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and sand

papered smooth.

41 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) 857.62 SMT. 117.40

to give an required shape even shade after thoroughly brushing the surface to remove

all dirt, and remains of loose powdered materials.etc complete

42 Applying priming coat over new steel and other metel surface after and including 174.37 SMT. 125.72

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 ready mixed

priming paint brushing red lead. and 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 shade including cleanicn the surface of

all dirt, dust and other foreign matter.

43 Steel work welded in built up sections, framed work including cutting, hoisting, fixing 34.87 Quintal 9108.48

in position and applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, tees, flats with connecting plates or

angle cleats as in main and cross beams, hip and jack rafters, purlins connected to

common rafters and the like.

44 Providing & fixing colouron galvaniced steel, zinc / aluminium alluscoated sheet 0.80 187.62 SMT. 1103.93

mm. thick roofing fixed with gslvanised grom J or L hook bolts and bolt 8mm dia

with bituman and impet washer filled withwhite lead etc. Excluding the cost of

purlins rafter and trusses.

45 Providing and laying integral cement based water proofing treatment including 319.26 SMT. 906.98

preparation of surface as required for treatment of roofs, balconies, terraces etc.

consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement

admixed with proprietary water proofing compound comforming to IS:2645 over the

R.C.C. slab including cleaning the surface before tratment.

(b) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size

with 50% of cement mortar 1:5 (1 Cement : 5 Coarse sand) admixed with proprietary

water proofing compound conforming to IS:2645

,brick bats is finally covered by jointless cement plaster 20mm th. in C.M. 1:4 added

with special water proofing compound confirming to IS:2645 & top smooth finished

with trowel with false chequered marking of 300 mm.size.The treatment is carried

along the vertical surface of the parapet & other adjoining wall up to height of about

300 mm in a shape of quarter round vata Incl. curing etc. Comp. With average

thickness of 120 mm and minimum thickness at khurra as 65 mm. (c) The whole

terrace so finished shall be flooded with water for a minimum period of two weeks for

curing and for final test. All above operations to be down in order and as directed and

specified by the engineer-in-charge. With average thickness of 120 mm and minimum

thickness at khurra as 65 mm. (Cement consumption 0.511 Bags / S.M.) NOTE :- (1)

The whole work is to be executed through specialized agency

with a guarantee of 10 (Ten) years given on a prescribed proforma duly stamped (2)

The rate shall include for work at all floors & conducting water proof test as

directed. Unit Rate of 1 Sq.Mt.

46 Providing and laying broken chine mosaic flooring for terrace using 12 mm to 319.26 SMT. 765.97

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 rounding off junctions and extending them upto 15 cm along the

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

47 Providing and fixing in position callapsible steel shutters with vertical channels 20 x 11.03 SMT. 6001.94

10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and bottom rails of

T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete with bolts, nuts, locking

arrangements, stoppers handles including applying a priming coat of read lead paint.

48 Providing and fixing Stainless Steel railing having 50 mm dia hollow stainless steel 145.80 KG. 435.31

pipe as hand rail and 32 mm dia hollow stainless steel pipe with combination of 10 cm

long 16mm dia pipe as per virtical supports 20 mm dia hollow stainless steel pipes

Height As Per Drawing As per Consultant Drawing , Suggesion & Instruction & EIC.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

49 Providing and laying kitchen platform of width 75cm with top polish black granite & 17.22 RMT. 3688.52

sandwich type with bottom of polish kotastone including front side100mm facia patti

(horizontal)of polish granite including s.s. kitchen sink size 600 x 450 x 380 ss304

req. partition support of double side polished Kota

50 Providing and fixing wash down water closet (European type, W.C. Pan) with integral 8.00 No 3998.02

P or S trap including jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement

: 1-fine sand) inculding Providing and fixing plastic seat and cover for wash down

water closer with C.P. brass hinges and rubber buffers. (B) Black plastic seal and

cover inculding of Providing and fixing 12.5 Litres low level flushing cistern with a

pair, of C.I. or Mild brackets, complete with fittings such as lead valve less syphon,

15mm nom.nal size brass ball valve with polythene float, C.P brass handle unions and

couplings for connections, with inlet, outlet and overflow pipes, 40mm dia. porcelain

enamelled flush bend including cutting holes in walls and making good the same

connecting the flush bend with cistern and closet (overflow pipe to be measured and

paid for separately)(A) Vitreous China (I) In white colour . (A) vitreous China

Pattern :(i) in white colour

51 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 14.00 No 2067.87

brackets painted white including sutting holes and making good the Providing and

fixing C.P. brass waste for washbasin or sink. (A) 32mmdia.,Providing and fixing

pillar tap, capstan head, screw down high pressure with screws, shanks and back

nuts. (i) 15mm dia.,Providing and fixing brass screw down stop tap.(A) 15mm

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

white colour.

52 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter 26.00 No 585.36

with jali of the following nominal diameter of self cleansing design with C.I scread

down or hinged grating including the cost of cutting and making good the walls.

53 Providing and fixing screw down bib taps of following size.(A) Brass screw down bib 40.00 No 186.82

tap polished bright. (i) 15mm dia.

54 Providing and fixing Gun metal check or non-return fullway wheel valve. 25mm. dia. 6.00 No 420.63

55 Providing and fixing Gun metal check or non-return fullway wheel valve. 40mm. dia. 6.00 No 663.42

56 Providing and fixing chromium plated brass half trun flush cock of approved quality 8.00 No 263.77

including fixing in pipe line etc. complete.(ii) 25mm dia.

57 Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (A) 4.00 No 132.88

25mm. dia.

58 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 109.20 RMT. 72.64

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 necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

59 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 38.40 RMT. 91.83

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 necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

60 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 20.00 RMT. 148.11

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 necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all materials.

61 Providing, laying and jointing in true line and level 110mm diametre U.P.V.C (Type 108.00 RMT. 857.65

B) conforming to IS 13592-1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe

shall be fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm

length x 145 mm heigh at every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as bends, shoes etc. including

testing of pipes and joints and jointed with adhesive solvent cement including cost of

all materials.

62 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and 4.00 No 1246.91

water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard

weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type

63 Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm 4.00 No. 2017.19

including 500mm x 450mm C.I. horizontal grating wih frame complete.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

64 Constructing brick masonry chamber for underground C.I. Inspection chamber and 8.00 No 2932.92

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. top slabe with 1:2:4 mix (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 neat cement on walls and

bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm and 450mm deep

for single pipe line.

65 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- 20.00 RMT. 254.89

pressure pipes I.S. class NP2 of the following internal diameter with collars and butt

ends prepared for collar joints including testing of joints complete. (B) 150 mm dia.

66 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- 40.00 RMT. 356.73

pressure pipes I.S. class NP2 of the following internal diameter with collars and butt

ends prepared for collar joints including testing of joints complete.(C) 250 mm dia

67 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm length etc. 6.00 No. 101.90

68 Providing and fixing in position cowel went to pipes.(C) 100mm dia 4.00 No. 505.17

69 Providing erecting and fixing double coated PVC. (ISI) water tank of required 4000.00 LIT. 3.94

capacity each with all necessary fittings and connection etc. complete on terrace.

Rupees One Crore Nine Lakh SixtyTwo Thousand Three Hundred SeventyNine Paise Three Only

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen in figures And words) of the

estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated Amount Put to tender. 1,09,62,379.03 Estimated Amount Put to tender.

Deduct…........ % Below Deduct…........ % Below

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.

Signature of Bidder

Deputy Executive Engineer, Divisional Accountant

Panchayat R & B Sub- Division Panchayat ( R&B) Division,

Songadh Tapi-Vyara

Executive Engineer,

Panchayat ( R&B) Division,

Tapi-Vyara

SHEDULE B Page