Construction Work of New Cross Drainage, Repairing of Cross Drainage , Structure & bridge repair Work & Other Misc. Work on Various Roads as & When required or in Emergency Under Kutch District (Panchayat) (Annual Rate) TALUKA :- BHUJ & MANDVI

NAME OF WORK:- Construction Work of New Cross Drainage, Repairing of Cross Drainage , Structure & bridge repair

Work & Other Misc. Work on Various Roads as & When required or in Emergency Under Kutch District (Panchayat)

(Annual Rate) TALUKA :- BHUJ & MANDVI

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

1 858.00 Excavation for foundation in sand,gravel,clay soft soils and murrum 511.11 Cum.

etc. including shoring and strutting and dewatering as necessary and

disposing of the excavated stuff as directed . (A) Depth up to 3.0 mt

2 499.02 Excavation for foundation in hard murrum and boulders and very stiff 611.33 Cum.

or sticky, clays and other similar strata including shoring and strutting

and dewatering as necessary and disposing of the excavated stuff as

3 3358.83 Excavation for foundation upto 1.5 m depth including sorting out and 253.89 Cum.

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil

4 168.00 Excavation for foundation upto 1.5 m depth including sorting out and 157.33 Cum.

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil

5 219.11 Providing and filling in foundation with ordinary Cement concrete M- 3327.09 Cum.

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

6 396.20 Providing and filling in foundation with ordinary Cement concrete 3697.61 Cum.

M-150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

7 82.21 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. 3737.14 Cum.

Raft and cut-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

8 4546.20 Providing & casting in situ oridinary cement concrete M-150 Mix and 3903.65 Cum.

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing concrete without v-grooves

9 1075.00 Providing and casting in situ ordinary cement concrete M-200 mix 4273.31 Cum.

and providing necessary pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing complete without V-Groves.(A)

Height from 0.0 M. to 5.0 M.

10 108.00 Providing and Casting in situ controlled Cement Concrete M-200 for 4552.99 Cum.

R.C.C. Raft and cutt-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

11 42.88 Providing and casting in situ Controlled cement concrete M-250 for 4659.13 Cum.

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

12 101.37 Providing and casting in situ Controlled cement concrete M-250 mix 4379.36 Cum.

and providing necessary pin headers including shuttering, scaffolding,

laying vibrating, curing and finishing etc., complete without

grooves(Height from 0.0 to 5.0 mt.}

13 34.00 Providing and casting in situ Controlled cement concrete M-250 for 4868.20 Cum.

R.C.C. works in pier cap abutment cap and dirt wall including controlled

cement concrete M-300 Bed block or pedestal or required size below

bearings as per detailed drawings, centering, scaffolding, curing &,

vibrating & finishing etc. competed.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

14 213.84 Providing and casting in situ controlled cement concrete M-250 5735.79 Cum.

for R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

16 389.03 Providing and casting in situ controlled cement concrete M 400 for 5657.01 Cum.

average 100 mm. thick wearing coat laid as directed including tamping

vibrating finishing curing and filling in joints with bitumen complete.

17 593.50 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 3469.26 Rmt.

with collars for culverts carrying heavy traffic as per IS 458-

specifications including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following internal

daimeters.900mm dia.

18 7.50 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 5516.64 Rmt.

with collars for culverts carrying heavy traffic as per IS 458-

specifications including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following internal

daimeters.1200mm dia.

19 3590.85 Rolling and watering of earthwork in layers with power roller including 22.96 Cum.

filling indepressions which occur during the process.

20 98.00 Uncoursed Rubble Masonry with hard stone of approved quality in 2628.91 Cum.

foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand

including levelling up etc. complete

21 864.53 White washing with lime on wall surface (two coats) to give an even 12.70 Sq.Mt.

shade including thoroughly booming the surface to remove all dirt,

dust; mortar drops and other foreign matter.

22 14.00 Providing and fixing in position mild steel dowel bars in pier cap or 341.29 No.

abutments caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

23 14.00 Providing and fixing in position mild steel dowel bars in pier caps for 399.70 No.

anchorage in free end as per detailed drawings including cutting,

bending and welding complete.

24 30954.60 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 77.29 Kg.

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

25 33.45 Providing and laying in position FE 500D TMT bar reinforcement 73858.69 M.T.

including cutting, bending, hooking and tying complete as per detailed

drawings for the following.(A) Piers (B) Abutments (C) R.C.C. Returns

,Abutment Cap & Dirt Wall,Pier Cap

26 10.00 Providing and fixing in position FE 500D TMT bar reinforement 73242.97 M.T.

including cutting, bending and tying complete as per detailed drawings.

(A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing

27 1364.00 Providing & laying weep hole in Aburtments, and returns by using A.C. 86.70 No.

pipe of 100mm including laying in proper grede and jointing the

completed as per detailed specification.

28 1494.00 Providing and laying - Fitter Media 600mm thick directed at the back of 1239.36 Sq.Mt.

abutments, returns and wing walls as per detailed specifications.

29 476.00 Providing and filling sand in between the top and bottom plugs with 320.27 Cum.

good sand in layers including compacting as directed.

30 55.00 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 703.53 Sq.Mt.

31 40.00 Providing P.V.C. 100mm diameter water spouts including necessary 159.37 No.

iron gratings as per drawings.

32 120.00 Providing G.I. 100 mm diameter water spouts including necessaryiron 536.02 Each

gratings as per drawings.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

33 16.00 Providing of an reinforced cement concrete crash barrier at the edges 3557.22 Rmt.

of the bridge, approached to bridge structure, constructed with M-250

grade cocncrete with fe 500 D reinforcement conforming to IS

with asphalt filler joint at every 10 meter and painting on cocnrete

surface 15cm yellow and black alternate as per detailed drawing and

engineer in charge.

34 12.00 Providing of an reinforced cement concrete crash barrier at the edges 4615.70 Rmt.

of the bridge, approached to bridge structure, constructed with M-250

grade cocncrete with fe 500 D reinforcement conforming to IS

with asphalt filler joint at every 10 meter and painting on cocnrete

surface 15cm yellow and black alternate as per detailed drawing and

engineer in charge.

35 200.00 Providing Crash Barrier including ISMB 15x75x5 mm Size 2.0 meter C/C 2170.49 Rmt.

in Length and W Shape GI 3 mm plate in Single Row including providing

Foundation block of Size 0.45 x 0.45 x 0.06 in 1:2:4 for CC Work etc… as

per detailed drawing providing and fixing with nuts and bolts welding as

required and one coat of redoxide and two coat of approved oil Paint &

sticking reflective sticker Red/ Yellow radium etc. complete.

36 320.00 Excavation of existing soil by mechanical or manual means for providing 109.25 Cum.

embedment depth for installation of gabion wall.

37 800.00 Backfilling behind the gabion wall as per the specifications and 180.88 Cum.

compacted to achieved compaction levels.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

38 1000.00 Providing & fixing CE Marked Metal Gabions of 1m height gabion wall. 3050.00 Cum.

Gabion box shall be indigenously manufactured as per required section

including boxes made of mechanically woven hexagonal shaped wire

mesh of type, (10x12)cm, edges mechanically selvedged made of

heavily (Zinc + PVC) coated G.I. wires as per BS:443, mesh wire

2.70/3.70 mm Ø (ID/OD), edge wire 3.40/4.40 mm Ø (ID/OD) of

Techfab India type and filled with 20 to 50 Kg weight trap stones

including conveying with all leads and lifts and placing at required

places in required line, level, slope, section as directed, etc. and tied by

3% lacing wire 2.20/3.20 mm Ø (ID/OD) as directed by Engineer-in-

charge. complete (Specification: IS 16014, MoRTH 2500). (Excluding

39 600.00 Providing and laying CE Marked Needle Punched and Mechanically 125.00 Sq.Mt.

Bonded Non-Woven Geotextile (Geo PR20) behind facia units:

indigenously manufactured from high quality polypropylene staple

fibres (continuous filament will not be accepted) on the prepared

subgrade for separation, drainage & filtration application with

necessary overlaps as per drawing etc. complete. (Specification:

IRC:SP:59-2002& MORTH Section700 )

40 1081.67 Providing and laying rubble pitching of 22.50 cm. thick with filling the 688.82 Sq.Mt.

sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and 30 cms.

x 30 cms. panel wall as per the detailed drawing with necessary

excavation and providing water chute of C.C. 1:3:6 at 24.00 mt. C/C

providing pointing on rubble pitching in CM 1 : 3 etc. complete.

41 200.00 Providing and fixing pre-cast concrete kerb stone of gray cement based 400.87 Rmt.

concrete block 30cm length,30cm height and 15cm thick of M200

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 complete.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

42 400.00 Providing and fixing post and pipe railing as per detailed drawing 1213.54 Rmt.

including 3 coats of painting to steel works complete.

43 2000.00 Stones: Supplying of Stones having 150 to 250mm diameter for filling of 833.88 Cum.

gabion facia units.

44 2205.00 Providing and laying Rubble with loading and unloading at site 833.91 Cum.

including packing & Filling as directed engineer in charge

45 150.00 Providing and laying rubble for appron (each stone weighting notless 1083.81 Cum.

than 40Kg.) including and packing and filing in the interesticeswith

46 150.00 Providing and laying Rubble stone in cement mortar 1:3 complete as 3791.54 Cum.

per drawing and Technical specifications etc. Complete as per

instruction of Engineer In Charge

47 350.00 Jacketing : - Providing and casting in situ design mix concrete M.25 mix 3155.64 Sq.Mt.

for 23 cm thick jacketing consisting 16 mm dia 200mm c/c both ways

16 dia pin @ 400mm c/c vertically & 800mm c/c horizontally with base

supported with 300 x 450 mm beam reinforced with main 6 No. 16 mm

dia. bar and stirrups 8 mm dia. 150 mm c/c etc. complete including

drilling holes in the pier, providing steel bars for connecting existing

pier to jacketing and filling the holes with rich mortar including

shuttering, scaffolding wherever necessary,laying, vibrating curing and

finishing etc.complete

48 600.00 Eproxy bonding of new concrete to old concrete 1134.23 Sq.Mt.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

49 200.00 Guniting concrete surface with cement mortar applied with compressor 775.68 Sq.Mt.

after cleaning surface and spraying with epoxy complete as per

Technical specification

50 250.00 Providing and inserting nipples with approved fixing compound after 1051.41 Each

drilling holes for grouting as per Technical specifications including

subsequent cutting/removal and sealing of the hole as necessary of

nipples after completion of grouting with Cement/Epoxy

51 100.00 Sealing of crack / porous concrete with Epoxy Grout by injection 761.54 Kg.

through nipples complete as per clause 2803.1.

52 200.00 Chipping & removing the debonded/ delaminated/ loose/ disintegrated

concrete at the places and in the manner and upto the depth and in

regular shape as advised by the Engineer in charge without damaging

the reinforcement/ RCC with the help of chisel and light hammering or

equivalent equipments. Cleaning the surface with wire brushes making

the surface free from dust, oil and all impurities etc. as directed by

Engineer Incharge.

(Actual consumed bag shall be measured for payment.)

Patch repair to damaged concrete up to average 50 mm depth (by

using ready to use patch repair mortar of best stanadard approved

brand as per data sheet) and as per the work methodology and

specifications & cost of all material, labour, machinery, equipment,

taking necessary safety measures for all floors as directed and

approved by EIC.

53 75.00 Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it 313.15 Rmt.

to the original shape.)

54 75.00 Repair of steel Railing (Repair of steel railing to bring it to the original 372.23 Rmt.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

55 120.00 Construction of precast RCC railing of M30 Grade, aggregate size not 2127.06 Rmt.

exceeding 12 mm, true to line and grade, tolurence of vertical RCC

post not to exceed 1 in 500, centre to centre spacing between vertical

post not to exceed 2000 mm, leaving adequate space between vertical

post for expansion, complete as per approved drawings and technical

specifications.

56 4200.00 Removal of existing cement concrete wearing coat including its disposal 1053.43 Sq.Mt.

complete as per Technical specification without causing any

detrimental effect to any part of the bridge structure and removal of

dismantled material with all lifts and lead upto 1000m(Thickness

57 250.00 Applying epoxy mortar over leached, honey combed and spalled 436.32 Sq.Mt.

concrete surface and exposed steel reinforcement complete as per

Technical specification

58 750.00 Replacement of Expansion Joints complete as per drawings 2733.06 Rmt.

59 6181.38 Earthwork for embankment including breaking clods, dressing with all 177.83 Cum.

lead and lift (including watering and consolidation) (B) From

Borrowarea within 0.5 Km.lead

60 60.00 Providing and laying Compacted of Specified quarry Spall in side 491.87 Cum.

shoulder including carraige of material and spreading on prepared base

including compacting as per MOST Specification etc... complete.

61 696.00 Providing, laying and Spreading Granular sub-base (Grade-I) by 734.27 Cum.

providing close graded B.T.M.C. material in single layer with motor

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

rotovator at OMC and compacted with vibratory roller 80 to 110 KN

static weight to achieve desire density etc completed.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

62 247.50 Providing and laying 150 mm compacted WBM of using B.T.M.C. metal 1021.11 Sq.Mt.

of size 90mm to 45mm in layers including 27% stone screening 13.2mm

size and 8% stone dust as filler, including spreading, watering and

cosolidation by vibratory roller as per MoRTH specifications etc.

complete as directed by Engineer-in-charge. (Grade-I)

63 2.00 Providing and fixing Number plate of Marble plate stone of required 306.15 No.

size set in C.M. 1:4 including finishing and engeaving letters etc.

64 400.00 Providing and fixing guard stone as per I.R.C. type design including 350.81 No.

white washing etc. complete.(ii) Fixing in C.C. 1:5:10

65 10.00 Providing & Fixing " FLOOD GUAGE POST" on Causeway / dip having 1966.47 No.

(Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting &

lettering with ordinary paint colour as per instruction of engineer in

66 10.00 Informatory Signs :-Providing and fixing sing boards made out of 2mm 3856.90 No.

aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-

1977 pre treated with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best qualityepoxy paint;

reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and whitebends. the details of

symbol for eachboard shall details of symbol for eachboard shall be as

per the instruction ofengineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation

curing tec. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

67 12.00 Cautionary Warning Sign :-Providing and fixing sign boards made out of 3808.66 No.

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

x 90 x 90 cms. equilateral triangle as per design of IRC-67- 2012. Pre

treated with phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro reflective

68 6.00 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2423.74 No.

aluminium sheet; size 90 x 30cms. rectangle as as per the

design/drawing attached (IRC) pretreated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x

5mm painted with best quality epoxy coatings The fixing at site shall be

in 1:2:4 CC block of size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

69 6.00 Diversion Ahead Sign :-Providing and fixing sign boards made outof 6798.92 No.

2mm aluminium sheet / 4mm ACP (Aluminum compositePanel); size

180x60 cms. rectangular as per design of IRC-67-2012.Pre treated with

phospheting process & acid etching; coated withone coat of epoxy

primer and two coats of best quality epoxypaint ; reflectorised with

High Intensity Prismatic Grade retrorefiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications ; 3.1 mtr long stand

post (2 Nos.) of IronAngle 50 x 50 x 5mm / 50NB Circular MS Pipe as

required andframe fabricated from suitable size iron angle of 35 x 35 x

3mm;painted with best quality epoxy coatings in black and white

bends.The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original manufactu

70 6.00 Men at work (2' x 2') sign :-Providing and fixing sing boards made out of 3534.54 No.

2mm aluminium sheet; size 60 x 60cms. equare as as per the attached

drawing. pretreated with phospheting process &acid etching coated

with one coat of epoxy primer and two coats of best quality epoxy

paint; reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.10m long stand post and frame febricated from iron

angele of 35 x 35 x3mm and 50 x50x5mm as required . Painted with

best quality epoxy coatings in black and white bends. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure

71 6.00 Danger Plate Sign :-Providing & fixing sign board made out of 2mm 516.22 No.

aluminium sheet, size 30cms diameter circle, pretreated with

phospheting process and acid etching, painted with one coat of epoxy

primer and two coats of best quality epoxy paint reflectorised with

retro reflective sheeting as per latest M.O.S.T. specifications (As per

attached draiwng)(A) Engineer Grade.

Rupees Six Crore Twenty Four Lakh(s) Forty Five Thousand One Hundred Fifty One And Paise Fifty Eight Only

(A) Total Tendered amount Rs.

(B) Rebate on above tendered amount(if any).........................% (in figure) Rs.

(C) Net tendered amount( A-B ) Rs.

1 All work shall be carried out as per public works department handbook and other specifications of division or as directed.

2 Rates quotaed inclusive of clearance of sight (prior to commencement of work and at its close) in all respect and hold good

for work under all conditions , sight, moisture, weather etc

3 one percent labour cess will be deducted from the valued work done as per ' Bulding and other construction work welfare

cess act' G.R. No. GHR - 2005/04/CWA/2004/841/M-3 Dt. 31/01/2005

Signature of the Contractor.