Construction of Godown (Cap.-1500 MT) at Sayan, Tal.Olpad, Dist.Surat.

Name of work :- Construction of Godown (Cap.-1500 MT) at Sayan, Tal.Olpad, Dist.Surat.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

1 Excavation for foundation upto 1.50 mt depth including Sorting out and 1295.50 Cumt 122.94

stacking of useful materials and disposing the excavated stuff all lead and

lift. (A) Loose or soft soil.

2 Excavation for foundation 1.50 mt to 3.00 mt depth including sorting out 510.90 Cumt 170.87

and stacking of useful materials and disposing the excavated stuff all lead

and lift. (B) Dense or hard soil.

3 Excavation for foundation 3.00 mt to 5.00 mt depth including sorting out 138.00 Cumt 184.77

and stacking of useful materials and disposing the excavated stuff all lead

and lift. (B) Dense or hard soil.

4 Filling in foundation and plinth with sand in layers of 20 cm. Thickness 235.00 Cumt 481.80

including watering ramming and consolidating etc. comp.

5 Filling available excavated Earth (Excluding Rock) in trench plinth side of 1355.10 Cumt 136.92

foundation in layer not excluding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete.

6 Filling foundation and plinth with murrum or selected soil in layer of 20 cm 502.00 Cumt 301.78

in thickness including ramming watering and consolidating etc. complete.

7 Applying general insecticide pest control treatment to floor,cupboards etc 1003.00 Sqmt 91.63

including labour materials etc. complete using lmidacloprid 30.5 Scas per

IS 6313 part-III (0.075% concentration by mass) is recommended 10.5ml

chemical diluted with 5 liter of water application 0.5 liter chemical / Sqm

of surface is recommended as per I.S.

8 Providing and laying controlled cement concrete M.250 and curing 171.00 Cumt 4753.06

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in (A) Foundations, footings,

and Mass concrete footing.

9 Providing and laying controlled cement concrete M-250 and curing 45.60 Cumt 7497.23

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Columns, pillars posts and

struts up to Plinth.

10 Providing and laying controlled cement concrete M.150 and curing 597.30 Cumt 3958.25

complete including the cost of formwork But excluding the cost of

reinforcement for reinforced concrete work in (A) Foundations and Plinth

11 Providing and laying controlled cement concrete M-200 and curing 50.40 Cumt 7493.19

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Columns, pillars posts and

struts For Ground FLOOR.

12 Providing and laying controlled cement concrete M-200 and curing 10.00 Cumt 7534.60

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Columns, pillars posts and

struts For First floor.

13 Providing and laying controlled cement concrete M-200 and curing 1.00 Cumt 7575.00

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Columns, pillars posts and

struts For Second floor.

14 Providing and laying controlled cement concrete M-250 and curing 151.00 Cumt 5790.33

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Ground & Plinth BEAMS.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

15 Providing &laying ave. 200 mm thick M-250 grade of controlled cement 586.00 Cumt 5881.23

concrete including dressing sub base providing and laying 200 micron thick

LDPE memberance over prepared sub base providing and mixing recron 3s

fiber at 875 gm/cmt. of concrete placing the concrete and leveling with

surface vibrator finishing the surface with power floater and trowel light

brooming on the surface as directed including Providing and filling

exparsion joint having size 20 mm x 115 mm & filling the expansion joint

having size 20 mm x 20mm by using cloper -200 as per manufacturer's

specification and making construction joint having size 10 mm x 10mm by

using concrete cutter machine etc. complete For Plinth Slabs.

16 Providing and laying controlled cement concrete M.200 and curing 4.10 Cumt 6294.32

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in (C) Ground floor Beams.

17 Providing and laying controlled cement concrete M.200 and curing 44.00 Cumt 6334.72

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in (C) First floor Beams.

18 Providing and laying controlled cement concrete M-200 and curing etc. 20.40 Cumt 10311.08

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in (c) Chhajja for Ground

19 Providing and laying controlled cement concrete M-200 and curing etc. 5.20 Cumt 6924.56

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in (c) Lintel for Ground floor.

20 Providing and laying controlled cement concrete M-200 and curing etc. 2.00 Cumt 6964.96

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in (c) Lintel for First floor.

21 Providing and laying controlled cement concrete M.200 and curing 8.00 Cumt 9756.60

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Vertical and Horizontal fins

for Ground floor.

22 Providing and laying controlled cement concrete M.200 and curing 14.00 Cumt 9798.01

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Vertical and Horizontal fins

for First Floor.

23 Extra for additional height of propping and centering where the height of 989.00 Sqmt 714.85

propping and centering exceeds 4.00 mt. Between supporting floor two

ceiling including temporary brick or stone pillars for supporting as

24 Providing and fixing 90 cm high Galvanized Pipe Railing made from 64.00 Sqmt 2074.54

Galvanized pipe of 50 mm dia as hand rail with Baluster of 38 mm dia as

a vertical support fixed in RCC slab at 0.50m c/c including three horizontal

pipes of 25 mm dia at eqal distance fixed pipe with baluster including

accessories as per detailed drawing as directed etc. complete.

25 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 101342.00 Kgs. 77.47

bending, binding and placing in position complete up to All floor Level

26 Brick work using common burnt clay building bricks crushing strength not 178.00 Cumt 4214.33

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

cement : 6 fine sand) (B) Conventional For below plinth.

27 Brick work using common burnt clay building bricks crushing strength not 245.50 Cumt 4503.04

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

cement : 6 fine sand) (B) Conventional For Groud Floor.

28 Brick work using common burnt clay building bricks crushing strength not 41.00 Cumt 4545.16

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

cement : 6 fine sand) (B) Conventional For First Floor.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

29 Providing 15mm thick Mala cement plaster in single coat on Rough 495.50 Sqmt 161.20

(Similar) side of single or half birck walls / concrete wall for interior

plastering and finished even and smooth in C M 1:4 (1 cement : 4 coarse

sand) including Mala troweled finish etc. comp. For Ground floor.

30 Providing 15mm thick Mala cement plaster in single coat on Rough 178.00 Sqmt 185.76

(Similar) side of single or half birck walls / concrete wall for interior

plastering and finished even and smooth in C M 1:4 (1 cement : 4 coarse

sand) including Mala troweled finish etc. comp For First floor.

31 Providing 10 mm. Thick Mala cement plaster in single coat for plastering 134.30 Sqmt 148.32

on ceiling and soffits of stairs and finished even and smooth in : (I) Cement

mortar 1:4 (1 cement : 4 sand) etc. complete.For Ground Floor.

32 Providing 10 mm. Thick Mala cement plaster in single coat for plastering 48.00 Sqmt 172.88

on ceiling and soffits of stairs and finished even and smooth in : (I) Cement

mortar 1:4 (1 cement : 4 sand) etc. complete For First Floor.

33 20 mm Thick sand faced Gutka cement plaster on walls for all height 2266.30 Sqmt 315.69

above ground level consisting of 12 mm Thick backing coat of c.m. 1:3 (1

cement : 3 sand) and 8 mm Thick finishing coat of c.m. 1:1 (1 cement :

sand) with 1x1cm Groves at juction of structure member etc. complete all

34 Providing 20mm thick cement plaster in Double coat on single or half birck 337.00 Sqmt 203.78

walls / concrete wall for & outer plastering upto floor two level and

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

35 Providing and fixing 150 mm Wide approved quality chicken wire mesh at 184.10 Sqmt 54.54

junction of brick work and RCC work or two dissimilar surfaces, at all

heights fixed by nails, rowal plugs or tag by cement mortar 1:3 before

applying the plaster, including curing, scaffolding all complete as directed.

36 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 80.00 Rmt 44.28

37 Applying two coats of (white cement based) or (acrylic lappy (putty)) and 855.80 Sqmt 40.59

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

38 Wall painting (Two coats) with plastic emulsion paint of approved brand 673.50 Sqmt 84.37

and 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.

39 Wall painting (Two coats) with plastic emulsion paint of approved brand 182.30 Sqmt 90.05

and manufacture on undecorated ceiling surface to give an even shade

including throughly brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

40 Providing One Coat of Alkali Resistant Primer on exterior wall surface of 2266.30 Sqmt 42.42

approved brand after thoroughly brushing surface to remove all dust and

remains of loose powdered material etc. complete for all height.

41 Wall Painting (Two coats) with weather proof acraylic emulsion (Apex or 2266.30 Sqmt 120.26

equivalent type) paint of approved brand and manufacture and of required

shade on exterior wall surface to give an even shade over and including

primery coat with Alkaly resistance primer of approved brand after

thoroughly brushing surface to remove all dust and remains of loose

powdered material etc. complete for all height.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

42 Providing and fixing polished 18 mm thick Granite stone in Single piece 93.60 Sqmt 2205.84

with all Exposed Edges Polished and Chamfered and Projcted 6mm from

finished wall thickness of approved quality in clading on Cill & Jambs and

around the doors/ windows/ ventilation with 12 mm thick cement motor

CM (1:4) and fixing with cement slurry & adhesive including moulding of

exposed edges as directed by engineering in charge etc. complete.

43 Providinfg and fixing 16mm dia MS bar grills of required pattern for 524.00 Kgs. 141.40

windows/ Door using 16mm dia M.S angle/ M.S pipe, M.S flats and other

structural steel at required spacing with galvanized wire jali 20mm x

20mm including cutting, welding and fabriction etc. including one coat of

primer of approved quality and two coats of oil painting as per detail

drawing etc complete.

44 P & L 60x60 cm Machin cut Mirror polished Blue Kota Stone slab 25 mm 158.30 Sqmt 1015.53

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

cement 6-coarse sand) and jointed with grey cement slurry mixed with

pigment to match the shade of slab including rubbing and polishing etc.

45 P & L 60x60 cm Machin cut Mirror polished Blue Kota Stone slab 25 mm 12.30 Sqmt 1144.15

thick in riser of steps,skirting dedo and pillars laid on 10 mm thick cement

mortar 1:3 (1-cement 3-coarse sand) and jointed with grey cement slurry

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

polishing etc. complete.

46 Providing and fixing pre-cast Rubber Dye inter locking concrete block 683.00 Sqmt 706.93

60mm thick with grade of concrete M300 pnumatic compressed / Vibrated

mechanically and as per approved design confieming to IS 15658:

including 35 mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidelines of IRC : SP 63-2018 etc. complete.

47 Providing and laying water proofing treatment by conventional method 114.30 Sqmt 950.41

including cleaning the slab surface by wire brush as directed including

provding first layer of C.M. 1:4 of 40 mm thickness mixed with water

proofing compound at rate prescribed by manufacturer, including putting of

brick bats of average thickness 40 mm Well immerssed in water laid

uniformly on first layer of mortar including applying cement slurry @ rate

of 0.08 bag/sqm. on fixed layer of brick bats including maintaining

necessary slope, in second layer 40 mm thick C.M 1:4 mixed with water

proofing compound as directed, including finishing smooth with cement

slurry as directed complete.

48 Providing and laying water proofing treatment with broken chine mosaic 114.30 Sqmt 779.70

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 rounding off

junctions and extending them upto 15 cm along the wall, clearing with

water and oxalic acid etc. as directed.

49 Providing and fixing rolling shutters of approved make made of 80 mm 25.00 Sqmt 4546.01

wide M.S. laths inter-locked together through their entire length and jointed

together at the ends by end locks mounted on specially designed pipe shaft

with bracket plates, guide channels and arragements for inside and outside

locking with push-pull operation including the cost of hood cover and

spring etc. complete. (B) Shutters having width 3.5 M. and above

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

50 Providing and fixing interlocking wire mesh Rolling shutters of approved 29.00 Sqmt 5226.75

make made of 8.1 mm Bright bar Grill with G.I Streep, including M.S.

Guide 75mm x 2.5 mm with bracket plates, angle welded bottom, 24G top

cover, Clamps, Axises, T, Iron Pullies, Bearing, handles and arrangements

for inside and outside locking with push-pull operation including the cost

of hood cover and spring and one coat of primer & Two coat oil painting on

M.S parts etc. complete. (B) Shutters having width 3.5 M. and above.

51 Providing, laying and jointing in true line and level 160 diametre U.P.V.C 50.00 Rmt 834.38

(Type 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 160 mm diametre x 210 mm length x 196 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

52 Providing and fixing MS Z clamp on Wall or celling for Pipe Fitting 30.00 Nos. 70.70

including all type necessary fittings and accessories etc. completed as per

directed engineer in charge.

53 Providing laying (to level or slopes) and jointing reinforced concrete Light 120.00 Rmt 678.02

duty non-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. (D) 300mm.

54 Providing and fixing S.W. gully trap with C.I. grating brick masonry 4.00 Nos. 1246.92

chamber and 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.

55 Constructing brick masonry chamber for underground C.I. Inspection 2.00 Nos. 3208.77

chamber and bends with bricks having crushing strength not less than

35Kg. Cm2 in C.M. 1:5 precast RCC cover 455mm x 610mm intenal

dimensions with frame (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

56 Constructing brick masonry chamber for underground C.I. Inspection 2.00 Nos. 3916.78

chamber and bends with bricks having crushing strength not less than

35Kg. Cm2 in C.M. 1:5 precast RCC cover 455mm x 610mm intenal

dimensions with frame (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 500mmx 700mm and 450mm deep for single pipe

57 Extra over items for every additional depth of 0.1M. of part thereof beyond 2.00 Each 242.39

450mm depth for Brick masonry chamber. (i) for 455mm x 610mm size.

58 Extra over items for every additional depth of 0.1M. of part thereof beyond 2.00 Each 264.86

450mm depth for Brick masonry chamber. (i) for 500mm x 700mm size.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

59 Providing cement vata (10cm x 10cm size) quarter round in cement mortar 52.20 Rmt 24.28

1:1 including neat cement finishing watering etc. Complete.

60 Providing and fixing in position 300 mm high, 150 mm wide 100.00 Nos. 707.00

English/Gujrati letters made from 1.0 mm thick stainless steel sheet as

directed by Engineer in charge with all necessary tools & plants etc.

61 Providing and fixing of Self Supported Structure Less PROFLEX or Equivalent 1144.00 Sqmt 3157.26

Roofing systems with proper overlapping and seaming b/w different sheets without

making holes or preventing the overturning the roof by wind addition made up

from superior quality, structural grade steel. Base metal width 912 mm, Steel

Grade : Grade D and Thickness 1.10 mm BMT, 1.15 mm APT with tolerance of +/-

0.04 mm, Regular Modified Polyster Color Coated Galvalume Steel having

Profiled width of 625 mm +/-10mm. Design, supply, & fabrication of self

supported single span arch roof fabricated from mechanically seamed

manufactured by American Hydraulic Machines to profiles of Imported Galvalume

Cold Rolled Structural Steel coils as per standard ASTM A792, Steel Sheet,

Aluminum-Zinc Alloy Coated by Hot-Dip Process. The work should be carried out

by specilialize agency only. The prefabricated self supporting roofing includes on

site manufacturing & simultaneous installation facility, necessary roll farming,

fabrication, seaming civil work, steel work, fabrication, erection, Transportation,

Hangers/Clamps for laying of cable and suspending bulbs/lights with all necessary

sealants of GE OR wracker for complete water proofing. The contractor must

provide all the detail specification, structural data, test certificate & drawing of the

roofing system prior to commencement of work. The roofing shall be fabricate,

corrugated, lifted, placed, erected, fixed at specific location upto any height at site

and work shall be completed in excellent workmanship upto satisfaction of

engineer in charge. The color should be as per approved shed by architect or

engineer in charge. The contractor shall provide minimum 3 metallurgical test

before commencement of work. The contractor has to give 3 years guaranty

performance bond and maintenance for prefabicated roofing system without any

62 Providing and fixing Turbo ventilators on the top of the self supported roof 7.00 Nos. 11615.00

at the prescribed location as per the design and drawing, made out of high

grade alluminium of brand everflow and equivalent. The turbo ventilators

are to be fixed by using the housing made of polycarbonate of reputed

brand and sealants of GE, Wrackers so there entire joinery with the roof.

The rate is water proof. The rate is inclusive of all tools , tackles,

fabrication, wastage and necessary civil work and everything to complete

the work in perfect manner.

63 Providing and fixing Germany glass brick German size 19 x 19 x 10 cm is 36.00 Sqmt 2934.05

opening and fixed with white cement and boundary adhesive as per design

and sealing the joints with silicon structural sealant SSG-4000 fixed in any

type of wall or opening including necessary scaffolding and labour etc.

completed as per instruction and suggested by engineer in charge.

64 Providing and fixing of Ridge flashing for roof panel shall be made out of 174.00 Sqmt 867.39

0.5 mm thick pre coated GI sheet. The Precoated sheet shall be of

minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have

zinc coating of minimum 120 gsm as per IS:277:1992, 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of minimum

microns to avoid scratches during transportation. The ridge shall be fixed to

the steel members by pop rivet or self drilling / self stitching fastners @

maximum 450 mm c/c along length of capping / flashing etc. complete.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

65 Steel work, welded in built up sections framed work including cutting, 5340.00 Kgs. 91.08

hoisting, fixing in position and applying a priming coat of read lead paint &

two coat oil 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.

66 Drilling in soil with lowering of pipes concrete sealing including gravel 110.00 Rmt 545.40

packing clay breaking and development of bore with air compressor by

required capacity vertical test etc. complete including the cost of benimeter

67 Supplying slotted PVC pipes of approved quality at site of work confirming 60.00 Rmt 555.50

to IS. 1239/1974 180mm dia.

68 Supplying PVC plain pipes of approved quality at site of work confirming 50.00 Rmt 494.90

to IS. 1239/1974 180mm dia.

69 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat 100.00 Rmt 121.20

flexible Submersible copper cable approved make of following Size. (B)

Core x 4.0 Sq. mm.

70 Supplying submersible pump set suitable for bore of 150 mm. dia. or more 1.00 No. 32996.70

having three phase motor capacity not more than 7.5 H.P. with following

capacity (B) (8 stage) 390 to 350 LPM discharge at 62 to 70 mtrs. head

respectively suitable for 50mm dia. delivery pipe Cat.III.

71 Lowering of submersible motor pump set at the depth of following, 1.00 Per Set 3030.00

complete with required. Nos. and size of casing pipes erected by means of

proper chain pulley block & pipe wrenches after checking of threads of

each pipe with coupling to take the load of the pump set and pipe assembly

filled up with water (B) Above 60 mtrs. and Up to 120 mtrs.

72 Providing and fixing to wall ceiling and floor HDP pipes tubes (medium 80.00 Rmt 90.90

grade) of the 50mm nominal bore, tube, fittings and clamps include.

Making good the wall ceiling and floor. (F) 50mm dia.

73 Providing laying and jointing in true line and level 50mm dia. U.P.V.C. 100.00 Rmt 195.67

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 MS Z 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.

74 Providing and fixing gun metal cock of non return full way wheel valve.(F) 1.00 Rmt 959.50

75 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 360.00 Rmt 339.05

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor (G) 110 mm.

76 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 60.00 Rmt 721.14

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor. (G) 160 mm.

77 Providing junction for rain water juncton chamber of size 0.60x0.60x0.75m 5.00 Nos. 6544.80

with excavation of size 1.96x1.96 m & 0.15m thick c.c.1:2:4 bed concrete

including brick masonary wall in CM 1:6 of 0.75m height & 0.23m thick

with 15mm thick cement plaster inside & outside & 1.06x1.06 RCC

(1:2:4) slab of thickness 0.15m with CRS steel and 0.60mx0.45m cast iron

manhole cover with frame weight not less than 35 kg as per directed by

Engineer-in-charge.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

78 Providing Filter chamber of Brick work in C:M 1:6 of size 2.06mx1.20m 1.00 No. 18878.92

x1.20m & excavation dimension of 2.82mx 1.96x1.35m including C.C

1:2:4 bed concrete of 0.15m thick including brick work in c.m 1:6 for 23cm

thick wall including 15mm thick cement plaster inside & outside with

cement slurry & 10cm thick RCC 1:2:4 top cover with frame of minimum

weight of 35 kg & filling filter material kapchi in layers (25-40mm & 10-

20mm) & BT metal 40mm & sand as per directed by Engineer-in-charge.

79 Providing and laying cement concrete 1:4:8 (1- Cement : 4- Coarse sand : 8- 11.00 Cumt 2745.38

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth.

80 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- 16.00 Cumt 3741.69

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth.

81 Providing and fixing pre-cast concrete kerb stone of gray cement based 396.00 Rmt 374.92

concrete block 30cm length,30cm height and 15cm thick of M250 grade

concret as per approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand)

82 Providing and laying controlled cement concrete M.200 and curing 1.40 Cumt 6706.40

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (C) Ground floor Slab.

83 Providing and laying controlled cement concrete M-200 for RCC work and 10.20 Cumt 7383.10

curing complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in coping on Ground Floor.

84 Providing and fixing FRP frame size 100 x 50 mm and 35 mm thick FRP 1.60 Sqmt 2542.17

depress panel Single shutter having extra reinforcement on sides & edges in

Gel coat finish.The core of the shutter & frame is to be filed up with

injected fire retradat grade polyurethene foam done in situ along with

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

whole FRP frame & shutter is to be waterproof, weatherproof, termite proof

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

necessary screws & alluminum fixtures & fastenings & fartener

sleeve.Colour and Shade approved by Engineer-In-Charge. D1.

85 Providing and fixing window having extruded aluminum Colour anodized 2.90 Sqmt 1819.01

section frame main outer size 95.00 mm x 24.10 mm x 1.17 mm (Weight:-

0.738/Rmt) horizontal two track and Vertical member of size 92.00 mm x

31.75 mm x 1.50 mm (Weight:-1.06/Rmt) with Two Glass 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 with 5 mm thick

transparent bronze colour tinted float glass with powder coated aluminum

fittings & fixtures and Lock Strip, transparent silicon sealant glass fixing to

frame as per details etc complete for window W2,W3,W4.

86 Constructing, Providing and Fabricating cattle trap using channel section 18.00 Sqmt 5259.07

frame of size ISMC series 100m x 50 mm (Weight 9.20 kg/Rmt) and ISMC

I Section 100 mm x 75mm (Weight 11.50 kg/Rmt) 1mt C/C Intermediate

Support for welding G.I. Pipe at 12 cm of size 50mm dia Heavy duty in a

frame made of channel section of 100mm x 50mm all round including

fixing the urit on prepared chamber of masonary wall using MS hold fast

embeded in masnary wall top as directed by Engineer in charge as per

drawing by necessary arrangement etc.complete.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

87 Providing and fixing decorative entrance gate made out of cast iron and 1350.00 Kgs. 181.80

various mild steel tabular section combination, the Ornamental entrance

gate should be fixed at compound wall including pattern and die making,

cutting, welding, grinding, fabrication, fixing in position at compound wall

with necessary pedestal, bearing block and other locking arrangement. The

entrance gate should be painted with two coats of priming coat of paint and

two coat of oil paint etc complete. As per detail design and instruction of

88 Providing and fixing concertina coil fencing with punched tape concertina 225.00 Rmt 359.56

coil 600 mm dia 10 mt openable length having 50 no rounds per 6 mt

length, upto 3mt height of wall with angle iron (50mm x50mm x5mm)

requird shaped As per Directed Engeenier in charge. placed 2.4mt or

3.00mt apart and with 4 horizontal R.B.T. reinforced barbed wire(3 mm)

stud tied with G.I. staples and G.I. clips to retain horizontal, including

necessary bolts or G.I.barbed wire tied to angle iron, all complete as per

direction of Engineer-in-charge, with reinforced barbed tape

(R.B.T.)/Spring core (2.5 mm thick) and weight 43.478 gm/meter at

compound wall for ESR M4/ intakewell.

89 Box cutting the road surface to proper slope and camber for making a base 1057.00 Cumt 109.41

for road work including removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

90 Construction of granular sub-base 150 mm thick by providing coarse 289.00 Cumt 1031.21

graded machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm -

45 % and 2.36 mm below - 20%) including spreading in uniform layer with

motor grader on prepared surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory roller to achieve the

desired density etc. complete.

91 Providing and laying wet mix macadam base course 250 mm thick using 481.00 Cumt 1168.57

machine crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work, spreading in

to grade and camber with mechanical paver and consolidation each layer

with vibratory roller including cost of material labour plant and equipment

92 Providing, laying (to level or slopes) and jointing reinforced concrete Light 124.00 Rmt 659.99

duty non-pressure pipes I.S. class NP3 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of

joints complete. (i) 300mm.

93 Supplying FIRE bucket round bottom of 9 liters capacity made out of 24 16.00 Nos. 1020.10

gauge G.I Sheet with extra handle at bottom duly painted white inside and

Red out side with FIRE mark. Filled with dry-sand and kept on existing

stand provided or hung on wall hook.

94 Supplying and erecting floor mounting Stand for keeping four nos. of FIRE 4.00 Nos. 5555.00

buckets comprising 1500 mm in length, 900 mm height frame made out of

30mm x 30 mm x 4 mm angle iron with cross supports legs, welded with

hooks and duly painted with one coat of primer and two coats of approved

enamel P O red paint.

95 Supply, Filling and Fixing of approved make ABC type fire extinguisher - 10.00 Nos. 1959.40

6 Kg. Capacity as per IS:15683 & IS :

96 Supply, Filling and Fixing of approved make CO2 type fire extinguisher. 10.00 Nos. 5514.60

Capacity 4.5 Kg. (conforming to IS-15683).

97 Supply, Filling and Fixing of approved make ABC Moduler type automatic 2.00 Nos. 3413.80

fire extinguisher. Capacity 5 Kg. (conforming to IS-15683).

98 Submitting the application to obtain Fire Plan Approval and After 1.00 No 15150.00

Completion of Work Obtain Final Fire NOC for 3 Year.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

99 Pay Legal Fees to Concern Authority for Obtaining Plan Approval and 1100.00 Sq.mt 10.10

100 Clearing and grubbing road land including uprooting rank vegetation grass 0.30 Hect 28455.10

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (C) By mechanical

means in area of light jungle.

101 Earthwork for embankment including breaking clods, dressing with all lead 869.00 Cumt 169.28

and lift (excluding watering and consolidation) (E) From Borrow area

within 3.0 Km. lead.

102 Rolling of earthwork in layers with power roller including filling in 869.00 Cumt 23.12

depressions which occur during the process and Watering of earth work as

(Rupees Three Crore Six Lakhs Forty One Thousand Six Hundred Ninety Three and Paise Twenty Eight Only.)

I/We am /are willing to carry out the work at…………% above/below percent (should be written in figures and words) at the

estimated rates mentioned above amount of my/your tender works out as under.

*Estimated Amount *Estimated Amount

put to Tender Rs. 30641693.28 put to Tender Rs.

Deduction …………….. % below………………… Add ………… % above Rs. …………….

1 The Contractor shall be exhibit board as per government circular No.BDG/3277/1657 N dated 26/01/1997 S (M.GUJ) with

detailed specification and details of work and amount Involved at site without any payment as directed by Engineer-In-

2 All work shall be carried out as per public work department hand book and other specifications of Division or as directed.

3 All columns in the Schedule should be filled in ink & the total of the entries in the last column should be struck by Contractor

under his sign.

4 Rates quoted include clearance of site (Prior commencement of work and its close) in all respects and hold good for work

under all condition, site, moisture/ weather etc.

5 The Boards stating the detailed specification & detailes of Work shal be provided by the contractor as per Government

Resolution T.No.1890-240- Dtd.18/11/1990 and directed by contractor at his own cost immediately on recommanding the

6 Testing of Material Shall be done as per the statement attached with specification,The material IS Tested in GERI by

Executive Engineer Surat and Bill for the testing charges shall be paid by Executive Engineer,1% of the Amount put to

7 1% of the Construction Cost Shall be deducted from the bill Amount of the contract as per the Buildig and other Construction

works walfare cess at 1996(Labour and Employment Department Letter No CWA-2004-1831-M(3)Dated 9/12/2005

notification Of Labour & Employment department dt.03/01/2005 & Labou & Employment Department Letter no GWA/2004-

8 In Case of RCC items Where there is a change in Grade of Mix or Change as per Actual Mix design the cost of difference of

Cement Difference shall be deducted from the rate of original item at the rate of star rate mentioned in the tender.

9 Contractor are advised to visit site before loading tender rate.

10 Necessary wiring point and drainage point are installed at Site however any modification in electrical installation and drainage

& water supply connection and minor correction to perform experienced in Lab shall be done by contractor at his risk and cost.

11 The Rates are inclusive of all the taxes (Excluding GST),Transport Charges,Octroi duty and storage Charges up to date.

12 The materials Covered for wiring should be got approved from the Engineer Incharge of the work.

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

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

14 GST will be paid extra as per Govt. amendment.

15 The Materials on the work shall have to be used and carried out as specified in technical note.

I/We hereby Declare that I/we have Visited the site and fully Exquisite myself/ourselves with the local situation regarding

materials,Labour and other factors pertaininfg to work before submitting tender.

I/We hereby Declare that I/we have carefully Studied the condition of Contracts,Detailed Specification and other tender

(B) Document of this work and agree to execute the same accordingly.

Signature of Bidder Depuy Executive Engineer

Surat (R&B) Sub Division No.3,

Executive Engineer

Surat (R&B) Division No.2,