Construction of Godown (Cap.- 2000 MT) at Olpad, Tal.Olpad, Dist.Surat.

Name of work :- Construction of Godown (Cap.- 2000 MT) at Olpad, 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 SOR 24-25ting out 1602.40 Cumt 122.94

and 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 SOR 24-25ting 611.80 Cumt 170.87

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

and lift. (B) Dense or hard soil.

3 Filling in foundation and plinth with sand in layers of 20 cm. Thickness 305.00 Cumt 481.80

including watering ramming and consolidating etc. comp.

4 Filling available excavated Earth (Excluding Rock) in trench plinth side of 1516.20 Cumt 136.92

foundation in layer not excluding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete.

5 Filling foundation and plinth with murrum or selected soil in layer of 20 cm 638.00 Cumt 301.78

in thickness including ramming watering and consolidating etc. complete.

6 Applying general insecticide pest control treatment to floor, cupboards etc. 1276.00 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.

7 Providing and laying controlled cement concrete M.250 and curing complete 205.90 Cumt 4753.06

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

reinforced concrete work in (A) Foundations, footings, and Mass concrete

8 Providing and laying controlled cement concrete M-250 and curing complete 46.40 Cumt 7497.23

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.

9 Providing and laying controlled cement concrete M.150 and curing complete 853.40 Cumt 3958.25

including the cost of formwork But excluding the cost of reinforcement for

reinforced concrete work in (A) Foundations and Plinth PCC.

10 Providing and laying controlled cement concrete M-200 and curing complete 61.30 Cumt 7493.19

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

reinforced concrete work in Columns, pillars posts and struts For Ground

11 Providing and laying controlled cement concrete M-200 and curing complete 11.00 Cumt 7534.60

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.

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

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

reinforced concrete work in Columns, pillars posts and struts For Second

13 Providing and laying controlled cement concrete M-250 and curing complete 190.50 Cumt 5790.33

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

14 Providing &laying ave. 200 mm thick M-250 grade of controlled cement 808.00 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.

15 Providing and laying controlled cement concrete M.200 and curing complete 2.00 Cumt 6294.32

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

reinforced concrete work in (C) Ground floor Beams.

16 Providing and laying controlled cement concrete M.200 and curing complete 50.00 Cumt 6334.72

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

reinforced concrete work in (C) First floor Beams,

17 Providing and laying controlled cement concrete M-200 and curing etc. 19.00 Cumt 10398.30

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

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

18 Providing and laying controlled cement concrete M-200 and curing etc. 6.00 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.

19 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.

20 Providing and laying controlled cement concrete M.200 and curing complete 11.00 Cumt 9756.60

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

reinforced concrete work in Vertical and Horizontal fins for Ground floor.

21 Providing and laying controlled cement concrete M.200 and curing complete 17.00 Cumt 9798.01

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

reinforced concrete work in Vertical and Horizontal fins for First Floor.

22 Extra for additional height of propping and centering where the height of 1430.00 Sqmt 714.85

propping and centering exceeds 4.00 mt. Between supporting floor two

ceiling including temporary brick or stone pillars for supporting as required.

23 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.

24 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 128683.40 Kgs. 77.47

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

25 Brick work using common burnt clay building bricks crushing strength not 223.30 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.

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

No specifications) figures

26 Brick work using common burnt clay building bricks crushing strength not 300.70 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.

27 Brick work using common burnt clay building bricks crushing strength not 43.40 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.

28 Providing 15mm thick Mala cement plaster in single coat on Rough (Similar) 557.70 Sqmt 161.20

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.

29 Providing 15mm thick Mala cement plaster in single coat on Rough (Similar) 188.50 Sqmt 185.76

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.

30 Providing 10 mm. Thick Mala cement plaster in single coat for plastering on 153.40 Sqmt 148.32

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.

31 Providing 10 mm. Thick Mala cement plaster in single coat for plastering on 59.60 Sqmt 172.88

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.

32 20 mm Thick sand faced cement plaster on walls for all height above ground 2817.50 Sqmt 315.69

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 : 1 sand) with 1x1cm

Groves at juction of structure member etc. complete all height.

33 Providing 20mm thick cement plaster in Double coat on single or half birck 409.20 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).

34 Providing and fixing 150 mm Wide approved quality chicken wire mesh at 211.30 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.

35 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 106.10 Rmt 44.28

36 Applying two coats of (white cement based) or (acrylic lappy (putty)) and two 959.20 Sqmt 40.59

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.

37 Wall painting (Two coats) with plastic emulsion paint of approved brand and 746.20 Sqmt 84.37

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.

38 Wall painting (Two coats) with plastic emulsion paint of approved brand and 213.00 Sqmt 90.05

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.

39 Providing One Coat of Alkali Resistant Primer on exterior wall surface of 2817.50 Sqmt 42.42

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

40 Wall Painting (Two coats) with weather proof acraylic emulsion (Apex or 2870.50 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.

41 Providing and fixing polished 18 mm thick Granite stone in Single piece 112.20 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.

42 Providinfg and fixing 16mm dia MS bar grills of required pattern for 660.00 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.

43 P & L 60x60 cm Machin cut Mirror polished Blue Kota Stone slab 25 mm 183.10 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.

44 P & L 60x60 cm Machin cut Mirror polished Blue Kota Stone slab 25 mm 13.00 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.

45 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base 52.90 Sqmt 1471.53

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.

46 Providing and laying Vitrified tiles 8 to 10 mm thick in skrting risers of steps 2.40 Sqmt 1144.15

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

jointed with white cement slurry for light shade.

47 Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm 1106.50 Sqmt 706.93

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.

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

No specifications) figures

48 Providing and laying water proofing treatment by conventional method 129.90 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.

49 Providing and laying water proofing treatment with broken chine mosaic 129.90 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.

50 Providing and fixing rolling shutters of approved make made of 80 mm wide 31.30 Sqmt 4546.01

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.

51 Providing and fixing interlocking wire mesh Rolling shutters of approved 35.20 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.

52 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

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

53 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.

54 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.

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

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

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

No specifications) figures

56 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 line.

57 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 line.

58 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.

59 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.

60 Providing cement vata (10cm x 10cm size) quarter round in cement mortar 65.40 Rmt 24.28

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

61 Providing and fixing of Self Supported Structure Less PROFLEX or 1430.00 Sqmt 3157.26

Equivalent 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 extra cost.

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

No specifications) figures

62 Providing and fixing Turbo ventilators on the top of the self supported roof 9.00 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

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 0.5 156.80 Sqmt 867.39

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

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 25 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.

65 Steel work, welded in built up sections framed work including cutting, 5027.00 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 to 50.00 Rmt 494.90

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 ,complete 1.00 Per 3030.00

with required Nos. and size of casing pipes erected by means of proper chain Set

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.

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

No specifications) figures

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

(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 425.00 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 75.00 Rmt 721.14

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

complete with special falnge compression type fittings, wall clips etc.

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.

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- 9.00 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- 12.00 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 751.00 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) etc

82 Providing and laying controlled cement concrete M-200 for RCC work and 13.50 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.

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

No specifications) figures

83 Providing and fixing concertina coil fencing with punched tape concertina 300.00 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.

84 Box cutting the road surface to proper slope and camber for making a base 1516.00 Cumt 109.41

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

road side slope as directed upto 50Mt.lead.

85 Construction of granular sub-base 150 mm thick by providing coarse graded 414.00 Cumt 1003.94

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.

86 Providing and laying wet mix macadam base course 250 mm thick using 690.00 Cumt 1141.30

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 etc.

87 Providing, laying (to level or slopes) and jointing reinforced concrete Light 244.00 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.

88 Excavation for foundation in sand, gravel, clay soft soil & murrum etc. 359.00 Cumt 526.15

including shoring, strutting and dewatering as necessary and dispossing of the

excavated stuff as directed depth upto 3.0 mt.

89 Providing and filling sand below R.C.C. raft in layers including ramming and 54.00 Cumt 504.42

watering complete.

90 Providing and filling in foundation with ordinary cement concrete M.100 mix 23.00 Cumt 3325.30

and providing necessary vertical pin headers including form work vibrating

ramming and curing complete.

91 Providing and casting in situ controlled cement concrete M.200 for R.C.C. 45.00 Cumt 4557.37

raft & cut off wall as per drawing including necessary shuttering laying,

vibrating, ramming and curing complete.

92 Providing and casting in situ controlled cement concrete M.200 for R.C.C. 58.00 Cumt 5164.59

work in piers / abutment as per drawing including centering, shuttering

scaffolding where necessary laying vibrating curing and finishing complete.

93 Providing and casting in situ controlled cement concrete M.200 for R.C.C. 55.00 Cumt 5294.95

solid slab including centering scaffolding curing and finishing complete.

94 Providing and casting in situ ordinary cement concrete M.200 mix and 72.00 Cumt 4271.40

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating and finishing without "V" grooves height 0.0 mt. to 5.00 mt.

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

No specifications) figures

95 Providing and casting in situ controlled cement concrete M.200 for kerb/kerb 8.00 Cumt 4811.96

blocks including form work, curing and finishing complete.

96 Providing and casting in situ controlled cement concrete M.200 for average 10.00 Cumt 5237.80

75mm thick wearing coat laid as directed including temping, vibrating,

finishing, curing & filling in joints with bitumen complete.

97 Providing and laying weep holes in abutment & return by using A.C. pipe of 36.00 Nos. 89.20

100mm diameter with laying in proper grade & joints complete etc. as per

detailed specification.

98 Providing and filter media 600mm thick as directed at the back of abutment 36.00 Sqmt 1311.18

returns & wingwall as per detailed specification.

99 Providing and fixing marble slab including engraving and painting complete 1.00 No. 1012.64

(A) Size 75cm x 60cm x 4cm

100 Providing temporary all weather diversion suitable for double lane traffic 1.00 Job 50500.00

during the construction period of box culvert including providing earthwork

for embankment / Cutting as per site requirement, supplying, spreading and

compacting 200 mm thick GSB grade II in 5.50 mt. carriageway with

providing all safety measures including red lamps/ signals at night for traffic

and maintaining the diversion in condition till completion of work

etc.complete as directed.

101 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.

102 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.

103 Supply, Filling and Fixing of approved make ABC type fire extinguisher - 6 10.00 Nos. 1959.40

Kg. Capacity as per IS:15683 & IS :

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

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

105 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).

106 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.

107 Pay Legal Fees to Concern Authority for Obtaining Plan Approval and Final 1200.00 Sqmt 10.10

(Rupees Three Crore Ninety Nine Lakhs Seventy Thousand Six Hundred Thirty Five and Paise Eleven 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. 39970635.11 put to Tender Rs.

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

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

No specifications) figures

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-Charge.

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 work order.

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 Tender.

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/2004-841M(B) Dt

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.

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 Document

(B) 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,