Building

Description of Item Tendered Rate Total Amount

It. estimate

(with brief specification and reference to In Figures Unit according to

No. d but In words

book of specifications) Rs. estimated quantities

Excavation for foundation upto 1.5M depth including sorting out and Rupees One Hundred

stacking of useful materials and disposing of the excavated stuff upto 50 Seventeen and Eight Paisas

Mt. lead. (A) Loose or soft soil (SOR I No 4001A P No 46) Only

Excavation for foundation upto 1.5M depth including sorting out and Rupees One Hundred Forty

stacking of useful materials and disposing of the excavated stuff upto 50 Nine and Sixty Seven Paisas

Mt. lead. (B) Dense or Hard soil (SOR I No 4001B P No 46) Only

Excavation for foundation upto 1.5M depth including sorting out and Rupees Two Hundred Fifty

stacking of useful materials and disposing of the excavated stuff upto 50 Six and Twelve Paisas Only

Mt. lead. (C) Hard Murrum (SOR I No 4001C P No 46)

Excavation for foundation upto 1.5M depth including sorting out and Rupees Two Hundred Sixty

stacking of useful materials and disposing of the excavated stuff upto 50 Three and Eight Paisas Only

Mt. lead. (D)Soft rock not requiring blasing (SOR I No 4001D P No 46)

Excavation for foundation upto 1.5M depth including sorting out and Rupees Five Hundred

stacking of useful materials and disposing of the excavated stuff upto 50 Ninety Seven and Sixty

Mt. lead. (E) Hard rock (SOR I No 4001E P No 46) Paisas Only

Filling available excavated Earth (Excluding Rock) in trench plinth Rupees One Hundred

side of foundation . in layer not excluding 20 cm in depth consolidation Thirty and Thirty Nine

6 36.0 each deposited layer by ramming and watering etc. complete {S.O.R. P 130.39 Paisas Only Cmt

No. 48 It. Code. 4006 }

20 cm in thickness including ramming watering and consolidating etc. Eighty Nine and Six Paisas

complete {S.O.R. P No. 49 It. Code. 4008A } Only

Providing and laying cement concrete 1:4:8 (1 cement; 4 coarse sand; 8 Rupees Two Thousand Six

hand broken stone aggregate 40mm nominal size ) and curing complete Hundred Eighty and Twenty

excluding cost of form work in (A) Foundation and plinth. (SOR I No One Paisas Only

Providing and laying cement concrete 1:4:8 (1Cement : 4- Coarse sand : 8- Rupees Two Thousand

Graded machine crushed stone aggregate 40 mm normal size) and curing Eight Hundred Sixty Four

complete excluding cost of formwork in (A)Foundation and Plinth (RA 01) and Nineteen Paisas Only

Providing and laying cement concrete 1:3:6 (1Cement : 3- Coarse sand : 6- Rupees Two Thousand

Graded brick bat aggregate 40mm normal size) and curing complete Nine Hundred Eighty Six

excluding cost of formwork in (A) Foundationand Plinth (SOR P.No. 52 Only

Code No. 05007A}

Providing and laying cement concrete 1:3:6 (1 cement; 3 coarse sand; 6 Rupees Four Thousand

crushed stone aggregate 20mm nominal size ) and curing complete Forty Six and Twenty One

including cost of form work in (A)Wall caps/copings. (SOR I No 5005A P Paisas Only

Providing and laying cement concrete 1:2:4 (1 cement; 2 coarse sand; 4 Rupees Three Thousand

graded stone aggregate 20mm nominal size ) and curing complete Six Hundred Ninety Seven

excluding cost of form work in (A)Foundation and plinth. (SOR I No and Ninety One Paisas Only

Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Ten Thousand Five

sand: 4-graded stone aggregates 20 mm nominal size) and finishing smooth Hundred Ninety Eight and

with, curing etc. complete including the cost of formwork but excluding the Ninety Four Paisas Only

13 4.1 cost of reinforcement for R.C.C work in (B)COLUMNS: (ii) Having cross- 10598.94 Cmt

sectional area more than 0.08 Sq.M and upto 0.18 Sq.M (SOR I No

Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Seven Thousand

sand: 4-graded stone aggregates 20 mm nominal size) and finishing smooth Six Hundred Sixty Five and

with, curing etc. complete including the cost of formwork but excluding the Sixty Paisas Only

14 2.7 cost of reinforcement for R.C.C work in (A) BEAMS :(ii) Having cross- 7665.60 Cmt

sectional area more than 0.08 Sq .M and upto 0.12 Sq.M (SOR I No

Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Six Thousand Five

sand: 4-graded stone aggregates 20 mm nominal size) and finishing smooth Hundred Seventy Eight and

with, curing etc. complete including the cost of formwork but excluding the Seven Paisas Only

15 6.8 cost of reinforcement for R.C.C work in (A) BEAMS :(ii) Having cross- 6578.07 Cmt

sectional area more than 0.12 Sq .M and upto 0.18 Sq.M (SOR I No

Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Eight Thousand

sand: 4-graded stone aggregates 20mm nominal size) for R.C.C lintel Seven Hundred Twenty and

16 3.5 including finishing smooth with, curing etc. complete including the cost of 8720.79 Seventy Nine Paisas Only Cmt

formwork but excluding the cost of reinforcement. (SOR I No 5030 P No

Providing and laying cement concrete 1:2:4 (1Cement : 2- Coarse sand : 4- Rupees Six Thousand Five

graded stone aggregates 20mm nominal size) for reinforced concrete Hundred Fifty One and

Chhajjas not exceeding 10cm. thickness upto floor two level including Ninety Four Paisas Only

finishing the exposed surfaces with cement mortar1:3 (1-cement, 3Fine

17 2.3 sand) to give a smooth and even surface centering and form work and 6551.94 Cmt

curing complete excluding cost of reinforcement. (SOR I No 5012A P No

Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Seven Thousand

sand: 4-graded stone aggregates 20mm nominal size) exposed work with Four Hundred Fifty Four

curing etc. complete including the cost of formwork but excluding the cost and Three Paisas Only

18 10.4 of reinforsement for R.C.C work in (iii) Slabs having more than 10cm and 7454.03 Cmt

upto 13 cm. thickness (SOR I No 5028C P No 60)

Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Six Thousand Nine

sand: 4-graded stone aggregates 20mm nominal size) exposed work with Hundred Thirty Seven and

curing etc. complete including the cost of formwork but excluding the cost Fifty Nine Paisas Only

19 12.0 of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm and 6937.59 Cmt

upto 15 cm. thickness (SOR I No 5028D P No 60)

Brick work using common burnt clay building bricks having crushing Rupees Four Thousand

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Fifty One and Seventy Eight

Mortar 1:5. (1- Cement : 5-fine sand) (B) Conventional (SOR I No 6001BA Paisas Only

Brick work using common burnt clay building bricks having crushing Rupees Four Thousand

strength not less than 35 kg./Sq.Cm. in super structure above plinth level Three Hundred Twenty Six

21 41.4 upto floor two level in Cement Mortar 1:5. (1- Cement : 5-fine sand) (B) 4326.75 and Seventy Five Paisas Only Cmt

Conventional (SOR I No 6001BA P No 71+6006B P No 73)

Brick work using common brunt clay building bricks having crushing Rupees Four Thousand

strength not less than 35 Kg./cm2 in foundation and plinth in cement Twenty One and Two Paisas

mortar 1:6 (1 cement; 6 fine sand. (B) Conventional (SOR I No 6002BA P Only

Brick work using common brunt clay building bricks having crushing Rupees Four Thousand

strength not less than 35 Kg./cm2 in super structure above plinth level upto Two Hundred Ninety Five

23 41.4 floor two level in cement mortar 1:6 (1 cement; 6 fine sand. (B) 4295.99 and Ninety Nine Paisas Only Cmt

Conventional (SOR I No 6002BA P No 71+6006B P No 73)

(i) Half brick masonry in common brunt clay building bricks having Rupees Five Hundred

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 Ninety Nine and Eighty Four

(1Cement:4-coarse sand) in foundation and plinth (B) Conventional (SOR Paisas Only

(i) Half brick masonry in common brunt clay building bricks having Rupees Six Hundred Fifty

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 Three and Seventeen Paisas

25 18.0 (1Cement:4-coarse sand) in super structure above plinth level upto floor 653.17 Only Sqm

two level (B) Conventional (SOR I No 6008A2A P No 73+6010B P 75)

(ii) Half brick masonry in common brunt clay building bricks having Rupees Five Hundred

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 Eighty Nine and Thirty Two

(1Cement :5-coarse sand) infoundation and plinth (B) Conventional (SOR Paisas Only

(ii) Half brick masonry in common brunt clay building bricks having Rupees Six Hundred Forty

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 Two and Sixty Five Paisas

27 18.0 (1Cement :5-coarse sand) in super structure above plinth level upto floor 642.65 Only Sqm

two level (B) Conventional (SOR I No 6008B2A P No 74+ 6010B P 75)

Uncoursed rubble masonary with hard stone of approved quality in Rupees Two Thousand Five

foundation and plinth in cement mortar 1:5 (1 cement; 5 course sand ) Hundred Forty Two and

including levelling up etc. complete. (SOR I No 7001BA P No 78) Thirty Paisas Only

Uncoursed rubble masonary with hard stone of approved quality in super Rupees Two Thousand

structure above plinth level upto floor two level in cement mortar 1:5 (1 Nine Hundred Eight and

29 9.0 cement; 5 course sand ) including levelling up etc. complete. (SOR I No 2908.93 Ninety Three Paisas Only Cmt

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished Rupees Seven Hundred

iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. Twenty Seven and Thirteen

limpet washer or G.I. limpet washer. filled with white lead complete Paisas Only

30 40.0 excluding the cost of purlins, Rafters and Trusses. (1) 0.80 mm thick sheet. 727.13 Sqm

. (SOR I No 15001A P No 132)

Providing ridges or hips 600mm overall in plain G.I. Sheet class-3 fixed Rupees Six Hundred Forty

with G.I. J. or L Hooks and nuts 8mm dia G.I. Limpet and bitumen washer One and Ninety Four Paisas

complete. (1) 0.80 mm thick sheet. (SOR I No 15002A P No 132) Only

Providing 15mm thick cement plaster in single coat on fair side Rupees One Hundred

brick/concrete wall for interior plastering upto floor two level and finished Seventy Six and Fifty Eight

even and smooth in (1) cement mortar 1:3 (1 cement; 3 coarse sand ). Paisas Only

(SOR I No 17002A P No 136)

Providing 15mm thick cement plaster in single coat on fair side Rupees One Hundred Fifty

brick/concrete wall for interior plastering upto floor two level and finished Seven and Seventeen Paisas

even and smooth in (1) cement mortar 1:4 (1 cement; 4 coarse sand ). Only

(SOR I No 17002B P No 136)

Providing10 mm thick cement plaster in single coat on brick/ concrete walls Rupees One Hundred

for interior plastering upto floor two level and finished even and smooth in Twenty Eight and Eighty Six

(i)Cement mortar 1:3 (1-cement:3-sand) (SOR I No 17001A P No 136) Paisas Only

Providing 10 mm thick cement plaster in single coat on brick/ concrete Rupees One Hundred

walls for interior plastering upto floor two level and finished even and Fifteen and Eighty One

smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) (SOR I No 17001B P Paisas Only

Providing 20mm thick cement plaster in single coat on single or half brick Rupees Two Hundred

walls for interior plastering upto floor two level and finished even and Seventeen and Ninety Four

smooth in (i) Cement mortar 1:3 (1-cement:3-sand) (SOR I No 17003A P Paisas Only

20mm thick sand faced cement plaster on walls upto height 10 metres Rupees Three Hundred

above ground level consisting of 12mm thick backing coat of C.M.1:3 (1- and Sixty Six Paisas Only

37 120.0 cement: 3-sand)and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1- 300.66 Sqm

sand) etc. complete. (SOR I No 17009 P No 137)

Pointing on coursed stone masonary with cement mortar 1:3 (1 cement; 3 Rupees Eighty Seven and

38 1.0 coarse sand ) (B) Ruled pointing. (SOR I No 17012B P No 138) 87.81 Eighty One Paisas Only Sqm

Pointing on Uncoursed stone masonry with cement mortar 1:3 (1-cement : Rupees One Hundred Four

39 2.5 3-coarse sand) (B) Ruled pointing (SOR I No 17013B P No 138) 104.84 and Eighty Four Paisas Only Sqm

White washing with lime on wall surface ( two coats ) to give an even shade Rupees Twelve and Forty

including throughly brooming the surface to remove all dirt, dust mortar One Paisas Only

drops and other foreign matter. (SOR I No 18001 P No 140)

Colour washisng with lime or wall surface ( two coats ) over and including Rupees Twelve and Forty

a primary coat of white washing to give an even shade after throughly One Paisas Only

41 200.0 brooming the surface to remove all dirt, dust mortar drops and other 12.41 Sqm

foreign matter. (SOR I No 18007 P No 140)

Distempering with dry distemper of approved brand and manufacture (two Rupees Forty Seven and

coats) and of required shade on wall surfaces of given an even shade, over Forty One Paisas Only

and including a priming coat of whiting after thoroughly brooming the

42 200.0 surface free from mortar dropping and other foreign matter. (SOR I No 47.41 Sqm

Distempering ( two coats ) with oil bound distemper of approved brand and Rupees Seventy Six and

manufacture and of required shade on wall surfaces to give an even shade Eighty Four Paisas Only

over and including a priming coat with a distemper primer of approved

43 200.0 brand and manufacture from mortar droping and other foreign matter 76.84 Sqm

and also including preparing the surface even and sand papered smooth.

(SOR I No 18021 P No 141)

Finishing wall with water proofing cement paint of on wall surfaces (Two Rupees Fifty Seven and

coats) to give an approved brand and manufacture and of required shape Forty Four Paisas Only

44 200.0 even shade after thoroughly brushing the surface to remove all dirt and 57.44 Sqm

remains of loose powered materials. (SOR I No 18027 P No 142)

Wall painting (two coats) with plastic emulsion paint of approved brand Rupees Seventy Nine and

and manufacture on undecorated wall surface to give an even shade Twenty Two Paisas Only

45 200.0 including throughly brushing the surface free from mortar droppings and 79.22 Sqm

other foreign matter and sand papered smooth. (SOR I No 18031 P No 143)

Painting one coats ( excluding priming coat ) on previously painted steel Rupees Fifty Four and

and other metal surface with enamel paint to give an even shade including Eighty Nine Paisas Only

cleaning of all dirt, dust and other foreign matter. (SOR I No 19003 P No

Painting two coats (excluding priming coat) on previously painted wood Rupees One Hundred Eight

and wood based surface with enamel paint, to give an even shade including and Three Paisas Only

47 200.0 cleaning the of all dirt, dust andother foreign matter. (SOR I No 19012 P 108.03 Sqm

Finishing wall with weather proof exterior emulsion paint on wall surface Rupees One Hundred

(two coats) to give an required shape even shade after thoroughly brushing Fourteen and Fifty Three

48 200.0 the surface to remove all dirt, and remains of loose powdered materials.etc 114.53 Paisas Only Sqm

complete (SOR I No 19031 P No 147)

Applying two coats of putty & two coats of primer of approved brand and Rupees Forty and Fifty Nine

manufacture on new wall surface to give an even shade including Paisas Only

49 200.0 thoroughly brushing the surface free from mortar dropping and other 40.59 Sqm

foreign matter and sand papered smooth. (SOR I No 19032 P No 148)

Demolition and displosal of unserviceable materrials with all lead and lifts Rupees Six Hundred Nine

50 30.0 (ii) Unreinforced cement concrete. (SOR I No 20001B P No 149) 609.26 and Twenty Six Paisas Only Cmt

Demolition of brick work and stone masonary including stacking of Rupees Five Hundred Fifty

serviceable materials and disposal of unserviceable materials with all lead and Forty Paisas Only

and lift. (ii) In cement mortar. (SOR I No 20003B P No 149)

Dismentalling tiled or stone floors laid in mortar including stacking of Rupees Forty Seven and

52 40.0 serviceable materials and disposal of unserviceable materials with all lead 47.72 Seventy Two Paisas Only Sqm

and lift. (SOR I No 20005 P No 149)

Demolition including stacking of serviceable materilas and disposal of Rupees One Thousand Fifty

53 40.0 unserviceable materials with all lead and lift. (i) R.C.C. work (SOR I No 1057.85 Seven and Eighty Five Paisas Cum

20002 P No 149) Only

Demolition of terrace including stacking of serviceable materil as and Rupees Sixty Three and

54 80.0 disposal of unserviceable materials with all lead and lift.(i) Brick tile 63.63 Sixty Three Paisas Only Sqm

covering. (SOR I No 20004 P No 149)

Dismentling doors, windows, ventilators etc. (wood or steel) shutters Rupees One Hundred

including chowkhats architraves, holdfasts and other attachment etc. Eighty Seven and Seventy

55 25.2 Complete and stacking them within all lead and lift.(i) Not exceeding 3 187.71 One Paisas Only Each

Sq.M. in area. (SOR I No 20013A P No 150)

Providing and fixing 35 mm thick shutters for Doors, windows and Rupees Three Thousand

clearstory windows including anodised alluminium butt hinges with Nine Hundred Forty One

56 12.6 necessary screws.(A) Indian Teak Wood (1) Fully Panelled (SOR I No 3941.37 and Thirty Seven Paisas Only Cu.Dm

Providing and fixing 35 mm thick shutters for Doors, windows and Rupees Three Thousand

clearstory windows including anodised alluminium butt hinges with Five Hundred Ninety Two

necessary screws.(A) Indian Teak Wood (iii) Partly panelled and partly and Seventy Two Paisas Only

glazed. (SOR I No 10004CA P No 86)

Providing and fixing 35 mm thick shutters for Doors, windows and clere Rupees Five Thousand

story windows including Indian teak wood frames 10 cm x 7 cm. size Three Hundred Thirty Eight

including anodized alluminium fixtures and fastenings including primer and Thirty Paisas Only

58 12.6 coat of approved quality and two coats of oil painting etc,complete. (ii) 5338.30 Sqm

Fully Panelled. (SOR I No 10030B P No 91)

Providing and fixing 35 mm thick shutters for Doors, windows and clear Rupees Three Thousand

story windows including anodised alluminium butt hinges with necessary Five Hundred Ninety Two

59 7.6 screws. (A) Indian Teak Wood (iii) Partly panelled and partly glazed. 3592.72 and Seventy Two Paisas Only Sqm

(SOR I No 10004CA P No 86)

Providing and fixing window having extruded aluminum Colour anodized Rupees One Thousand

section frame main outer size 63.50 x 38.10 x 1.95mm, @ Wt 1.094 Kg/ Seven Hundred Thirteen and

Rmt, horizontal two track member size 61.85mm x 31.75mm x 1.20mm @ Seventy Paisas Only

wt. of 0.695Kg / mt, vertical member of size 61.85mm x 31.75mm x 1.30mm

@ wt.of 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

60 2.9 40mm x 18mm x 1.29mm @ wt. of 0.456Kg / mt,@ Wt. 0.457Kg / mt with 1713.70 Sqm

5mm 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. (SOR I No 11028 P No 114)

Providing and fixing FRP frame size100 x 50mm and 28mm thick FRP Rupees Two Thousand

depress panel shutter having extra reinforcement on sides & edges in Gel Three Hundred Seventy

coat finish. The core of the shutter & frame is to be filed up with injected Seven and Seventy Six Paisas

fire retardant grade polyurethene foam done in situ along with embedded Only

wooden pieces for stiffening & also taking hinges & fintures. The whole

61 2.5 FRP frame & shutter is to be water proof weather proof, termite proof & 2377.76 Sqm

resistance to mild acid/ alkali. Rates are to be inclusive of S.S hinges with

necessary screws & alluminium fixtures & fastenings & fastener

sleeve.(SOR I No 10037 P No 94)

Providing erecting and fixing double coated ISI water tank of required Rupees Three and Ninety

62 1000.0 capacity each with all necessary fittings and connection etc. complete on 3.95 Five Paisas Only Ltr.

terrace. (SOR I No 22014 P No 168)

Providing and fixing Pre-cast Rubber Dye/Steel dye inter locking concrete Rupees Six Hundred Eighty

block 60mm thick with grade of concrete M300 pneumatic compressed/ Six and Ninety Paisas Only

Vibrated by mechanically pressed and as per approved design confirming

63 60.0 to IS 15658: 2006 including 35 mm Sand layer for levelling and filling the 686.90 Sqm

joint with sand in proper line and level as per guidelines of IRC: SP 63-

2018 etc. complete. (SOR I No 14033 P No 130)

Providing and laying broken china mosaic flooring for terrace using 12 mm Rupees Seven Hundred

to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to Forty Seven and Twenty

plain or slope and to be tempered to bring mortar creme out upto surface Nine Paisas Only

64 40.0 using white cement including rounding off junctions and extending them 747.29 Sqm

upto 15 cm along the wall,clearing with water and oxalic acid etc. as

directed. (SOR I No 14035 P No 130)

Providing TMT Bar FE 500D reinforcement for R.C.C. work including Rupees Seventy Six and

65 100.0 bending, binding and placing in position complete upto floor two level . 76.21 Twenty One Paisas Only Kg.

(SOR I No 5014C P No 54)

Providing and fixing post and pipe railing as per detailed drawing Rupees One Thousand Two

66 100.0 including 3 coats of painting to steel works complete (SOR I No 27097A P 1202.80 Hundred Two and Eighty Rmt

No 145) Paisas Only

Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing Rupees One Thousand

sheet fixed with hilti screw and rubber silicon sealer and alluminium strip Four Hundred Forty One

67 40.0 of size 50 x 3 mm etc complete as directed by Engineer in charge. (SOR I 1441.90 and Ninety Paisas Only Sqm

Steel work, riveted in built up sections framed work including cutting, Rupees Fifty Eight and

hoisting, fixing in position and applying a priming coat of read lead paint. Nineteen Paisas Only

(A) In beams and joists, channels angles Tees, flats, with connecting plates

68 100.0 or angle cleats as in main and cross beams. Hip and jack rafters, purlins 58.19 Kg.

conneted to common rafters and the like. (SOR I No 11001AA P No 110)

TOTAL ₹

Rupees Twenty Lacs Eighty Two Thousand Eight Hundred Eighty and Fourteen Paisas Only

I / We / am / are willing to carry out the work at________________________________% above / below percent (should be written in figure and

words) of the estimated rates mentioned above. Amount of my / our tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Add_______% above Deduct_______% below

Net Rs._________ Net Rs._________

in words ___________ in words ___________

(* Please strike out whichever is not applicable.)

Notes 1:- All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

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Notes 2:- All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor

under his signature.

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Deputy Executive Engineer Executive Engineer

Bandhkam Panchayat Sub Division R & B Panchayat Division

Viramgam Ahmedabad