CONSTRUCTION OF MINOR BRIDGE AT CH. 0.460 KM ON BADARKHA KATHRODI VASAHAT ROAD PACKAGE NO. GJ-2108-BR1 UNDER PM-JANMAN SCHEME TA:- VIJAYNAGAR (2ND TRIAL)

Name of work :- ROAD

Percentage Rate Bid

Bill of Quantities for percentage rate bids

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

1 Clearing and grubbing road land including 2.00 Hectare 29636.86 Rupees

uprooting rank vegetation grass Twenty

bushes,shrubs,sapling and trees girth up to 300 Nine

mm removal of stumps of trees cut earlier and Thousand

disposal of unserviceable materials and stacking Six

of serviceable material to be used or auctioned, Hundred

upto a lead of 1000 m including removal and Thirty Six

disposal of top organic soil not exceeding 150 and Eighty

mm in thickness as per Technical Specification Six Paise

Clause 201.(II) By mechanical means (A) in area Only

of non-thorny jungle

2 Diversion of water course, providing cofferdam 3.00 Nos. 50500.00 Rupees

and bund or island as may be necessary for Fifty

foundation and maintaining the same for the Thousand

period as may be necessary. Five

3 Demarkation of road alingment including 0.24 Km 2706.50 Rupees

marking out road line by providing and fixing Two

wooden pegs or steel rod of required size at Thousand

every 25 M to 50 M. including excavating Seven

trenches ion both sodes of 0.30 m. x 0.30M. Hundred

including supplying of labours and all materials Six and

for every work etc. complete. Fifty

4 Providing flood gauge marks on substructure as 6.00 RMT 165.70 Rupees

per design including painting complete. One

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

5 Providing and laying filter media with granular 124.00 Cu.m. 1657.89 Rupees

crushed aggregates as per specification to a One

thickness of not less than 600 mm with smaller Thousand

size towards the soil and bigger size towards the Six

wall and providing over the entire surface behind Hundred

abutment, wing wall, return wall to the full Fifty

height, compacted to firm condition complete as Seven and

per drawing and technical specification Clause Eighty

1204.3.8 Nine Paise

6 Providing weepholes in brick masonry/stone 211.00 Nos. 189.06 Only

masonry, plain/reinforced concrete abutment, One

wing wall, return wall with 100 mm dia AC pipe Hundred

extending through the full width of the structures Eighty

with slope of 1(V):20(H) towards drawing face Nine and

complete as per drawing and technical Six Paise

specification Clauses 614, 709, 1204.3.7 Only

7 Backfilling behind abutment, wing wall and 1048.00 Cum 862.10 Rupees

return wall complete as per drawings & technical Eight

specification Clause 1204.3.8 II) Sandy material Hundred

8 Earthwork in excavation for structures as per 1036.00 Cu.m. 454.83 Rupees

drawing and technical specifications Clause Four

305.1 including setting out, construction of Hundred

shoring and bracing, removal of stumps and Fifty Four

other deleterious material and disposal upto a all and Eighty

lead & lift, dressing of sides and bottom and Three

backfilling in trenches with excavated suitable Paise Only

material.(A) Depth upto 3.0 M. and all lead & lift.

9 Earthwork in excavation for structures as per 339.00 Cu.m. 540.11 Rupees

drawing and technical specifications Clause Five

305.1 including setting out, construction of Hundred

shoring and bracing, removal of stumps and Forty and

other deleterious material and disposal upto a all Eleven

lead & lift, dressing of sides and bottom and Paise Only

backfilling in trenches with excavated suitable

material.(B) Depth from 3.0 to 6.0 M.and all lead

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

10 Excavation in large boulders and soft rock by 376.00 Cu.m. 568.54 Rupees

welding including shoring, strutting and Five

dewatering as necessary and disposing of the Hundred

excavated stuff as directed. Sixty

11 Excavation in hard rock by dry-wet blasting and 234.00 Cu.m. 896.17 Rupees

chiselling including dewatering preparing Eight

foundation base by proper benching and stepping Hundred

and disposing of the excavated stuff as Ninety Six

directed.(A) General blasting and

12 Providing concrete for plain/reinforced concrete 165.00 Cu.m. 3515.67 Rupees

in open foundations complete as per drawings Three

and technical specifications Clause 802, 803, Thousand

1202 & 1203 P.C.C grade M 15 Five

13 Providing and fixing mild steel dowel bars of 130.00 Rmt 450.07 Rupees

minimum 32mm dia. for anchoring by drilling Four

holes in foundation strata including necessary Hundred

bending, hooking of dowel bars and grouting the Fifty and

holes complete as per detailed drawing and as Seven

directed. Paise Only

14 Providing concrete for plain/reinforced concrete 422.00 Cu.m. 4383.71 Rupees

in open foundations M 30 complete as per Four

drawings and technical specifications. Thousand

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

15 Providing and fixing in position TMT Hot-dip 35.00 Tonne 98778.31 Rupees

Continuous Galvanizing Rebar (CGR) Fe 500D Ninety

as per detailed drawing, including cutting, Eight

bending hooking tying and welding complete and Thousand

including forming the cage and lowering it in Seven

position. Hundred

16 Filling annular space around footing in rock as 205.00 Cu.m. 3706.55 Only

per technical specification Clause.1203.4.3 Three

P.C.C m15. Thousand

17 Geotechnical investigation - Mobilization of 30.00 Rmt 12625.00 Rupees

equipment machinery at site and demobilization Twelve

after completion of job. Taking SBC by drilling Thousand

bore hole of 100 to 150 mm dia for taking Six

sample of undistrubed/disturbed soil reqiured for Hundred

soil investigation (Without Rock), performing Twenty

standard penetration test at 1.5 mt interval, Five Only

performing various Lab test like triaxial test,

direct shear test, liquid limit, plastic limit,

plasticity index, grainsize analysis in NABL

accredited Lab. Including preparation of soil

reports with SBC reccommendation.

18 Plain/reinforced cement concrete in substructure 281.00 Cu.m. 4740.04 Rupees

complete as per drawings and technical Four

specification Clauses 802, 804, 805, 806, 807, Thousand

1202 ans 1204 concrete grade M-30(A) Height Seven

from 0 to 5m Hundred

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

19 Plain/reinforced cement concrete in substructure 117.00 Cu.m. 4821.49Rupees

complete as per drawings and technical Four

specification Clauses 802, 804, 805, 806, 807, Thousand

1202 ans 1204 concrete grade M-30.(B)Height Eight

from 5m to 10m Hundred

20 Providing and casting in situ controlled cement 56.00 Cu.m. 4821.49 Rupees

concrete M-300 for R.C.C. work in pier Four

cap,abutment cap and dirt wall including Thousand

controlled cement concrete M-300 bed blocks or Eight

pedstals of required size below bearings as per Hundred

detailed drawings, centering, shuttering, Twenty

scaffolding, wherever necessary, laying vibating, One and

curing and finishing complete. (A) 5 TO 10M. Forty Nine

21 Providing and casting in-situ Reinforced Cement 9.00 Cu.m. 4980.08 Rupees

Concrete M40 grade controlled cement concrete Four

in Pedestal and seismic arrestor including Thousand

controlled cement concrete or pedestals of Nine

required drawings, centering shuttering Hundred

scaffolding wherever necessary laying vibrating Eighty and

curing and finishing complete. Eight

22 Providing and fixing in position TMT Hot-dip 49.00 Tonne 98778.31 Rupees

Continuous Galvanizing Rebar (CGR) Fe 500D Ninety

as per detailed drawing, including cutting, Eight

bending hooking tying and welding complete and Thousand

including forming the cage and lowering it in Seven

position.(i)Substructure Hundred

23 Supplying, fitting and fixing in position true to 127800.00 Cu.cm 3.65 Only

line and level elastomeric bearing conforming to Three and

IRC:83 (Part-II) Section IX complete, including Sixty Five

all accessories as per drawings and technical Paise Only

specification Clause

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

24 Providing and laying reinforced cement concrete 114.00 Cum. 5759.98 Rupees

concrete M-35 for R.C.C. Girder in Five

superstructure as per drawing and technical Thousand

specifications Clauses 800, 1205.4 and 1205.5 Seven

25 Providing and laying reinforced cement concrete 62.00 Cum. 5759.98 Paise Only

M-35 RCC deck slab in superstructure as per Five

drawing and technical specifications Clauses. Thousand

26 Providing and casting in situ controlled cement 29.00 Cu.m. 13966.95 Paise Only

concrete M-35 for average 100 mm thick Thirteen

wearing coat laid as directed dincluding Thousand

reinforcement, tamping, vibrating, finishing, Nine

curing and filling in joints with bitumen complete Hundred

27 Reinforced Cement Concrete M 30 grade 23.00 Only

Cu.m. 10619.60 Rupees

approach slab including reinforcement and Ten

formwork complete as per drawing and technical Thousand

specifications Clauses. Six

28 Providing and fixing in position TMT Hot-dip 50.00 Tonne 98778.31 Rupees

Continuous Galvanizing Rebar (CGR) Fe 500D Ninety

as per detailed drawing, including cutting, Eight

bending hooking tying and welding complete and Thousand

including forming the cage and lowering it in Seven

position. Hundred

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

29 Strip Seal Expansion Joint (Providing and laying 26.00 Rmt 1733.16 Rupees

of a strip seal expansion joint catering to One

maximum horizontal movement upto 70 mm, Thousand

complete as per approved drawings and standard Seven

specifications to be installed by the Hundred

manufacturer/supplier or their authorised Thirty

representative ensuring compliance to the Three and

manufacturer's instructions for installation.) Sixteen

30 Providing and casting in-situ Reinforced Cement 37.00 Cu.m. 5231.26 Rupees

Concrete M40 grade controlled cement concrete Five

in crash barrier using 6mm to 20mm machine Thousand

crushed well graded stone aggregate, sand of Two

approved quality, OPC53 grade cement at any Hundred

height including centring, shuttering, mixing Thirty

with batching plant,placing in position, One and

consolidating with mechanical vibrators, curing, Twenty

deshuttering carefully, making good the Six Paise

damages, fixing embedment, inserts, pockets, Only

wherever necessary as directed with F3 / U3 type

exposed concrete finish and form mark as

directed by Engineer-in-charge, including all

leads and lifts etc. complete as per specification

31 Proving and applying waterprrofing treatment 270.00 Sqm. 767.60 Rupees

over the RCC bridge deck slab, incuding through Seven

surface preparation by wire brusing, air blasting Hundred

and removal of laitance and loose praticles, Sixty

application of a coat of waterproof paint, edge Seven and

detaling around scuppers, kerbs,and expansion Sixty

joint, including cost of material, labour, Paise Only

transportation,scaffolding etc,complete and as

directed by engineer and as per specification.

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

32 Carrying out load testing of the completed 2.00 Each. 202000.00 Rupees

Bridge (superstructure) as per provisions of Two lakh

IRC:SP:51-2015, The conducted by Laboratory Two

which having NABL Accreditation and for Thousand

specific in Bridge load test preparation of load Only

testing plan collecting temperature data load test

with required test vehicles arrangement of

calibrated sensors deflection measurement

devices gauges, supervision by qualified

technical personnel, preparation and submission

of detailed report all labour, materials,

vehicles,equipment, transportation, fuel, safety

measures, insurance, traffic control

arrangements, and all incidental works required

for successful completion of the load test in

accordance with standards and engineer-in-

charge instructions.

33 Drainage spouts complete as per drawing and 17.00 No. 1592.54 Rupees

technical specifications. One

34 Proving and applying one coats primer, and if 460.00 Sqm. 479.75 Rupees

required putty for surface preparation and two Four

cotas of anti-carbonation Paint to achive even Hundred

shade and colour including removing of all loose Seventy

particles by using sand paper, brush, roller and Nine and

machine sprey for exposed RCC to atmosphere Seventy

in substructure and superstructure including cost Five Paise

of material, labour, transportation,scaffolding etc Only

complete and as directed by engineer and as per

35 Providing Masonry Steps with Cement Pointing 130.00 No. 230.72 Rupees

on approaches as directed. Two

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

36 Providing and laying Pitching on slopes laid over 428.00 Cu.m. 1468.32 Rupees

prepared filter media including boulder apron One

laid dry in front of toe of embankment complete Thousand

as per drawing and Technical specifications Four

37 Providing & laying filter material underneath 46.00 cum 1812.66 Only

pitching in slope complete aas per drawing and One

technical specification. Thousand

38 Finishing wall with weather proof exterior 51.00 Sqm. 73.76 Rupees

emulsion paint on wall surface (two coats) to Seventy

give an required shape even shade after Three and

thoroughly brushing the surface to remove all Seventy

dirt, and remains of loose powdered materials.etc Six Paise

39 Construction of Embankment with Material 1336.00 Cum 228.66 Rupees

Obtained from Borrow Pits Construction of Two

embankment with approved material obtained Hundred

from borrow pits with a all lead & lift Twenty

transporting to site, spreading, grading to Eight and

required slope and compacting to meet Sixty Six

requirement of Tables 300.1 and 300.2 with a Paise Only

lead upto all lead &lift. as per Technical

Specification Clause

40 Earth work for embankment for SUBGRADE 449.00 Cum 223.70 Rupees

with CBR 7 % including breaking clods, dressing Two

with all lead and lift and including watering, Hundred

rolling and consolidation of subgrade in layers at Twenty

O.M.C. to required dry density, including filling Three and

the depressing, which occurs during the process Seventy

using power roller of 8 tonne to 10 tonne all as Paise Only

per specification. (E)From borrow area all lead

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

41 Providing and laying Compacted 150mm thick of 50.00 Cum 1010.71 Rupees

Specified quarry spall in side shoulder including One

carring of Material and spreading on prepared Thousand

base includong compacting as per MOST Ten and

Specification etc…. Complete Seventy

42 Granular Sub-base with Well Graded Material 90.00 Cum 1707.10 Rupees

(Table 400.1) For Grading I Material By Mix in One

Place Method Construction of granular sub-base Thousand

by providing well graded material, spreading in Seven

uniform layers with motor grader on prepared Hundred

surface, mixing by mix in place method with Seven and

rotavator at OMC, and compacting with smooth Ten Paise

wheel roller to achieve the desired density, Only

complete as per Technical Specification Clause

43 Wet Mix Macadam Providing, laying, spreading 68.00 Cu.m. 1945.09 Rupees

and compacting graded stone aggregate to wet One

mix macadam specification including premixing Thousand

the material with water at OMC in mechanical Nine

mixer (Pug Mill), carriage of mixed material by Hundred

tipper to site, laying in uniform layers in sub- Forty Five

base/base course on a well prepared sub-base and and Nine

compacting with smooth wheel roller of 80 to Paise Only

100kN weight to achieve the desired density

including lighting, barricating and maintenance

of diversion, etc as per Tables 400.11 &

and Technical Specification Clause

44 Providing and Casting in situ controlled Cement 180.00 Cu.m. 4553.38 Rupees

Concrete M-200 for R.C.C. Raft and cutt-off Four

walls including necessary shuttering laying, Thousand

vibrating, ramming and curing complete,by Five

trimix vacume dewarering service process on Hundred

cement concrete surface. Fifty

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

45 Road marking with hot applied thermoplastic 87.00 Sq.m. 367.73 Rupees

paints with reflectorising glass beads on bitumin Three

surface providing and laying a hot applied Hundred

thermoplastic compound 2.5 mm thick including Sixty

reflectorising glass beads @ 250gms per sqm Seven and

area, thickness of 2.5mm is excluding of surface Seventy

applied glass beds as per IRC:35-2015. The Three

finished surface to be level, uniform and free Paise Only

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white

color marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day

time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section-

15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

46 Cat Eye / Road Stud / RPM: Supplying of 33.00 No. 326.23 Rupees

Molded Twin Shanks Raised Pavement Markers Three

made of polycarbonate and ABS moulded body Hundred

and reflective panels with micro prismatic lens Twenty

capable of providing total internal reflection of Six and

the light entering the lens face and shall support Twenty

a load of 13635 kgs. tested in accordance to Three

ASTM D 4280 Type H and complying to Paise Only

Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 DO III Dt

11.06. 1997. The height,width and length shall

not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be 35 +/-

5 degree. The strength of detachment of the

integrated cylindrical shanks,of diameter not less

than 19 +/- 2 mm and height not less than 30+/-

mm) from the body is to be a minimum value of

500 Kgf. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails

and using epoxy resin based adhesive as per

manufacturers recommendation and The color of

the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge.

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

47 Hazard Marker Sign :-Providing and fixing sign 4.00 No 3518.69 Rupees

boards made out of 2.0 mm aluminium sheet / 4 Three

mm ACP (Aluminum composite Panel); size Thousand

90x30 cms. rectangular as per design of IRC-67- Five

2012. Pre treated with phospheting process & Hundred

acid etching; coated with one coat of epoxy Eighteen

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

reflectorised with High Intensity Prismatic Grade Nine Paise

retro refiectivesheeting of Type-4 as per ASTM Only

D-4956 and latest M.O.S.T.Specifications;

1.8mtr 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 sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

48 Facility Informatory Sign :-Providing and fixing 6.00 No 3990.65 Rupees

sign boards made out of 2mm aluminium sheet / Three

4mm ACP (Aluminum composite Panel); size 80 Thousand

x 60 cms. rectangular as per design of IRC-67- Nine

2012. Pre treated with phospheting process & Hundred

acid etching; coated with one coat of epoxy Ninety

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

reflectorised with High Intensity Prismatic Grade Five Paise

retro refiectivesheeting of Type-4 as per ASTM Only

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 sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

49 A typical design of PMGSY Informatory Sign Board is 2.00 No 13097.36 Rupees

shown in fig. 1700.1. The specification and installation details

of the typical sign board are given below: (i) The board will

be a composite unit consisting of three plates of Aluminium Thousand

Composite Materials (ACM), material specifications as per Ninety

Clause 1701.3.7. The top most plate will be in diamond shape Seven and

of 600mm x 600 mm size, riveted over welded M.S. angle

iron frame of 25 mm x 25mm x 5 mm size on back on edges.

The middle plate will be 1200 mm x 150 mm size riveted over Paise Only

welded M.S. angle iron frame of 25mm x 25mm x 5 mm size

on back on edges. The main lower most plate will be

mm x 600 mm size,riveted over welded M.S. angle iron frame

of 25 mm x 25 mm x S mm size. Welding of all the sheets

over angle iron frame will be done neatly to have plain surface

on one side. The angle iron frames of the lower most plate

and the middle plate will be welded to two nos. 75 mm x

mm (12 SWG) sheet tubes posts placed at 1125 mm apart

centre to centre. The top of the middle plate will be flushed

with the top of 75 mm dia medium steel tube posts and

these posts will be embedded in cement concrete M15 grade

blocks of 450 mm x 450 mm x 600 mm below ground level.

The height of bottom of the lower most plate will be 1200 mm

from normal ground level and the bottom of middle plate

will be 100 mm above the top level of the lower most plate.

The diamond shaped plate mounted over angle iron frame

will be connected to middle plate by square medium steel

section of 47 mm x 47 mm thickness 12 SWG having a

spacing of 100 mm between the diamond shaped plate and

middle plate and this square section will be welded to the

bottom point of the diamond shaped plate.

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

50 Cautionary Warning Sign :-Providing and fixing 16.00 No 3906.19 Rupees

sign boards made out of 2mm aluminium sheet / Three

4mm ACP (Aluminum composite Panel); size 90 Thousand

x 90 x 90 cms. equilateral triangle as per design Nine

of IRC-67-2012. Pre treated with phospheting Hundred

process & acid etching; coated with one coat of Six and

epoxy primer and two coats of best quality epoxy Nineteen

paint ; reflectorised with High Intensity Prismatic Paise Only

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 sheeting from

original manufacturer & a certified copy of

year outdoor exposure test report from third party

test lab for the product offered shall be submitted

by contractor. (B) Class-B Type-4 Retro

Type - A,sheeting

"W" : Metal Beam Crash Barrier 293.00 Rmt 2343.48 Rupees

Providing and erecting a "W" metal beam crash Two

barrier comprising of 3 mm thick corrugated Thousand

sheet metal beam rail, 70 cm above road/ground Three

level, fixed on ISMC series channel vertical post, Hundred

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 Forty

m high, 1.1 m below ground/road level, all steel Three and

parts and fitments to be galvanised by hot dip Forty

process, all fittings to conform to IS:1367 and Eight

IS:1364, metal beam rail to be fixed on the Paise Only

vertical post with a spacer of channel section

x 75 x 5 mm, 330 mm long complete as per

52 Providing and laying of Extruded biaxial 750.00 Sq.m. 187.16 Rupees

polypropylene Geogride 30 KN as per clause no One

3102.80 and apprival design and specification Hundred

with accessories like tie strips, nuts & bolts and Eighty

loops / luge for joining reinforcing elements with Seven and

the facia , Pannels and overlaps and other Sixteen

protective elements as per detailed specification. Paise Only

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

53 Providing and laying of Extruded biaxial 4125.00 Sq.m. 208.37 Rupees

polypropylene Geogride 40 KN as per clause no Two

3102.80 and apprival design and specification Hundred

with accessories like tie strips, nuts & bolts and Eight and

loops / luge for joining reinforcing elements with Thirty

the facia , Pannels and overlaps and other Seven

protective elements as per detailed specification. Paise Only

54 Construction of temporary diversion with 3.75 m 207.90 rmt 13097.38 Rupees

wide with necessary traffic safety devices as per Thirteen

IRC SP:55 having specified road crust of 100mm Thousand

thick GSB, 75mm thick WMM ,200 MM R.C.C Ninety

(grade M-20), 100 MM P.C.C (grade M-15) Seven and

including surface necessary pavement markings Thirty

including both side continuous edge marking/ Eight

center marking with thermoplastic paint and road Paise Only

studs at every 18m intervals on both edges with

necessary portable barricades with retro

reflective paint in alternative yellow and white

strips , construction zone signs covering advance

waring zone , approach transition zone, work

zone and terminal transition zone, necessary

regulatory, warning and information signs

required red lanterns or warning lights with all

signages having retro reflective sheet of high

intensive grade and providing necessary 1200mm

dia NP3 pipes and maintaning the same through

out construction period till completion of project

of and including final dismantling and disposal

Total Cost of Construction Cost

(Rupees Three Crore Sixteen lakh Twenty Seven Thousand Eighty Eight and One Paise Only)

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub-Division Panchayat R & B

Vijaynagar Himmatnagar

I/We am are willing to carry out the work at ……………………………………………… % above/below

*Estimated amount *Estimated amount

Put to tender Rs…31627088.016 Put to tender Rs.31627088.016

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs………

Net Rs. …………………….… Total Rs. ………

Estimated Rates Total Amount

Estimated Rates Total Amount

Item of Description Quantity Unit In figure to estimated

Rs. Ps. quantities

Item not covered in MoRD Specification shall be executed by MoRTH Specification and rest Items shall be

executed as Directed.

Rates Quoted include Clearance of site. (Prior Commencement of work and its close) in all respect and hold

good for work under all-weather condition.

Credit amount of Rs…-1313565.42 shall be recovered from the running bill in which dismantle item recorded

Executive Engineer

Signature of Bidder Panchayat R & B Dvision