Remaining work for Widening and Strengthening of Gorana to Join S.H. Road. Tal. - Kalyanpur

Name of Work : Remaining work for Widening and Strengthening of Gorana to Join S.H. Road. Tal. - Kalyanpur.

Quantity Unit Items of work. Estimated Rates Per Total amount

Quantity Unit Items of work. Estimated Rates Per Total amount

estimated according to

but may be Rs. In Rs. In words estimated

more/less figure quantity.

0.054 Hector 1 Claring & gurubbing road length including uprooting rank 32019.01 Rupees Thirty Two Thousand Hector

vegetation , grass bushes , shrubs , saplings & trees girth up Nineteen And Paise One

to 300 mm removal of stumps of trees cut earlier & disposal Only

of unserviceable materials to be used of ouctioned up to a

lead of 100 mt. including removal & disposal of top organic

soil not exceeding ( C ) By mechanical means in area of light

209.73 Cum. 2 Earthwork for embankment including breaking clods , 160.59 Rupees One Hundred Sixty Cum.

dressing etc. complete from borrow area with all lead And Paise Fifty Nine Only

(excluding watering and Consolidation).

209.73 Cum. 3 Rolling & watering of earthwork with vibratory roller 17.78 Rupees Seventeen And Cum.

including filling in depression which occure during the Paise Seventy Eight Only

991.30 Cum. 4 Supplying & stacking quarry spall with average lead of 175.07 Rupees One Hundred Cum.

3.00 km. Seventy Five And Paise

94.33 Cum. 5 Box cutting the road surface to proper slope and camber 66.05 Rupees Sixty Six And Paise Cum.

for making a base for road work including removing the Five Only

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead..

1 Gorana to Join S H.xlsx~Sch B

298.43 Cum. 6 Providing and laying granular sub-base Grade-I C.B.R. not 546.10 Rupees Five Hundred Forty Cum.

less than 30% by providing coarse graded materials, Six And Paise Ten Only

consisting of B.T. crushed stone aggregates 53 mm to

below @ 20% coarse sand combination and stone dust/grit

spreading in uniform layers with motor grader on prepared

surface, mixing by mix in place method with rotovator at

O.M.C. to required dry density including filling the

depressions which occred during the process using vibratory

roller 8-T to 10-T complete as per Clause-401.

184.86 Cum. 7 Supplying of crushed stone agreegates, chippings etc. of 446.87 Rupees Four Hundred Forty Cum.

hard stone of crushed stone aggregate 40 mm to 63 mm Six And Paise Eighty Seven

size free of disintegrated pieces deleterious and organic Only

mater and grading as per IRC. Code

39.80 Cum. 8 Suppling of crushed stone agreegates, chippings etc. of 415.55 Rupees Four Hundred Fifteen Cum.

hard stone of crushed stone aggregate 6 mm to 10 mm And Paise Fifty Five Only

size free of disintegrated pieces deleterious and organic

mater and grading as per IRC. Code

17.20 Cum. 9 Supplying of Stone dust materials with all lead. 244.86 Rupees Two Hundred Forty Cum.

Four And Paise Eighty Six

224.70 Cum. 10 Spreading the stone agreegate for solling and 158.57 Rupees One Hundred Fifty Cum.

W.B.M.including filling the interstices to required camber Eight And Paise Fifty Seven

and gradiant Only

1008.50 Cum. 11 Spreading the blindage or road crust levelling to gradient 93.63 Rupees Ninety Three And Cum.

and camber as directed. Paise Sixty Three Only

991.30 Cum. 12 Rolling and consolidation using vibratory Road roller 8-10 40.40 Rupees Forty And Paise Cum.

tonne capacity (including watering) ( B ) Granular sub Forty Only

224.70 Cum. 13 Rolling and consolidation using vibratory road 8 - 10 75.60 Rupees Seventy Five And Cum.

Tonne capacity WATER BOUND MACADAM Paise Sixty Only

2 Gorana to Join S H.xlsx~Sch B

4847.50 Sqm. 14 providing and applying primar coat with bitumen emulsion 18.18 Rupees Eighteen And Paise Sqm.

on prepared surface of granular base including cleaning of Eighteen Only

road sureface and spraying primer @ rate of

kg./Sq.m usingmechanical means

1142.70 MT. 15 Providing and laying 37.50 mm thick Built up spray grout in 1522.26 Rupees One Thousand Five MT.

One layers using black crushed stone aggregate as per Hundred Twenty Two And

gradation and specification including using bitumen for Paise Twenty Six Only

tackcoat at the rate of 2.5 Kg./10 Sqmt. on Surface by

mechanical sprayer and bitumen of VG-10 grade mixing at

the rate of 19.90 Kg./ M.T.by weight of total mix ( i.e.1.99 %

) including heating and mixing the aggregate and bitumen by

continuous batching drum mix plant, transporting the mix

and spreading the same by paver finisher and consolidation

with vibratory roller including cost of all materials, fuel,

labours,tools and plants. using contractor's own drum mix

plant and machineries etc. complete.

1256.90 MT. 16 Providing,laying & rolling 37.50mm thick compacted 2093.75 Rupees Two Thousand MT.

bituminius macadam with B.T. aggregate as specified Ninety Three And Paise

usingbitumin for tack coat at the rate of 2.50 Kg/ 10 sq.m. on Seventy Five Only

bitumen surface & using bitumen for mixing with aggregate

at the rate of 3.50 % i.e. 35.00 kg / M.T. of total mix including

heating & mixing in in Drum mix plant & spreading the same

with paver finisher & consolidation by vibratory roller 80 KN

to 100 KN static weight including necessary firewood, oil,

lubricants, labourcharges, asphalt etc.using contractors own

plant & equipment, tools etc. completed in accordance with

the requirement of specification

3 Gorana to Join S H.xlsx~Sch B

623.25 MT. 17 Providing & laying Mix Seal Surface with BT aggregate as 2587.58 Rupees Two Thousand Five MT.

specified using stone aggregates 0.27 cmt per 10 sqmt. as Hundred Eighty Seven And

per MORTH. specification & asphalt for mixing at the rate of Paise Fifty Eight Only

5.1 % i.e. 51.00 Kg./M.T. of total weight of mix using

zycotham @ 0.10 % of total mix including heating the

aggregates spreading the same with Paver finisher including

rolling & consolidation with vibratory roller including all

materials( Type B ), necessary firewood, oil, lubricants,

labour charges etc. using contractor’s own Drum mix plant,

and equipment, tool etc comp. in accordance with the

requirement of specification.

116.10 Sqm.. 18 Road marking with hot applied Thermoplastic compound 298.96 Rupees Two Hundred Ninety Sqm..

with reffectorising glass beads on bitumimous surface. Eight And Paise Ninety Six

Providing & laying of hot applied thermoplastic compound Only

2.5mm thick per sqmtr area ,thicness of 2.5mm is

exclusive of surface applied glass beads as per IRC

35.The finished surface to be level uniform and free from

streaks and holes

0.00 Cum. 19 Providing and filling in foundation with ordinary C.C. M-100 2110.90 Rupees Two Thousand One Cum.

mix and Providing necessary vertical pin headers including Hundred Ten And Paise

formwork, vibrating, ramming and curing etc. complete. Ninety Only

27.50 Cum.. 20 Providing and casting in situ ordinary Trimix cement 2868.23 Rupees Two Thousand Eight Cum..

concrete M200 for average 200 mm thick road work laid as Hundred Sixty Eight And

directed including provoding and laying MS side rail of Paise Twenty Three Only

road thickness with necessary nut bolts plates fixing as per

width applying plate vibrator ( Electric or Diesel )on

channel compressor with vaccume dewatering system by

using all necessary equipment and materials and

machinary such as running creed vibrator on prelaid MS

Channel for levelling vaccum pump floating power

trovelling etc filling the joints with Bitumin as directed etc.

4 Gorana to Join S H.xlsx~Sch B

4.00 No. 21 Providing and fixing ordinary Kilometer stone of precast 841.33 Rupees Eight Hundred Forty No.

C.C. 1:2:4 including necessary reinforcement as per I.R.C. One And Paise Thirty Three

type design in C.C. 1:4:8 including letter and paints etc. Only

complete.For N.H., S.H. and M.D.R.

12.00 No. 22 Providing & fixing Hectometer as per IRC type design 269.67 Rupees Two Hundred Sixty No.

including painting, lettering etc.complete fixing in CC Nine And Paise Sixty Seven

120.00 No. 23 Providing & fixing guard stone as per IRC type design 62.62 Rupees Sixty Two And Paise No.

including painting, lettering etc.complete fixing in Earth Sixty Two Only

134.00 No. 24 Providing & fixing Indicator stone of approved stone as per 110.09 Rupees One Hundred Ten No.

IRC type design including white washing etc.complete And Paise Nine Only

fixing in Earth

2.00 No. 25 Providing and fixing Village sign board as per standerd 3593.58 Rupees Three Thousand No.

I.R.C. type design of steel plate incl. painting,lettering etc. Five Hundred Ninety Three

complete with fixing in cement concrete 1: 4: 8 with And Paise Fifty Eight Only

necessary excavation.

6.00 No. 26 Supplying and fixing Road sign Board of M.S. plates angle 1903.85 Rupees One Thousand Nine No.

iron including painting, lettering etc. complete incl. fixing in Hundred Three And Paise

cement concrete 1: 4: 8 with necessary excavation etc. Eighty Five Only

complete as per I.R.C. type design. [I] Non-Reflective type.

5.00 No. 27 Providing and fixing junction board of M.S plates and 5193.42 Rupees Five Thousand One No.

angles as per standard I.R.C design including fixing in C.C Hundred Ninety Three And

1:4:8 with necessary excavation, painting figuring and Paise Forty Two Only

lettering on board etc, complete

5 Gorana to Join S H.xlsx~Sch B

2.00 No. 28 Cautionary warning Board : Providing and fixing sign boards 3183.52 Rupees Three Thousand One No.

made out of 2mm alluminium sheet; size 90x90x90 cms Hundred Eighty Three And

euilateralal triangle as per design of IRC 67 1977. Pre Paise Fifty Two Only

treated with phospheting process & acid etching; coated with

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

paints; reflectorised with retro reflectivesheeting as per latest

MOST specifications; 3.10m long stand postand frame

fabricated from suitable sizeiron angle of

35x35x3mm,75x75x6mm as required; painted with

bestquality epoxy coating in black andwhite bends the

details of symbol foreach board shall be as per

theinstruction of engineer in charge the fixing at site shall be

in 1:2:4 CC block of size 45x45x60cms for each leg incl.

excavation curing ertc. comp. under the supervision of

engineer in charge A) Engineer grade

2.00 No. 29 Providing & fixing Flood guage post of M.S.angle of 100 x 1194.15 Rupees One Thousand One No.

100 x 6mm. 2.00mt. ht. including fixing in CC 1:2:4 block Hundred Ninety Four And

0.30 X 0.30m X 0.45m including oil Painting etc. complete Paise Fifteen Only

6.00 No. 30 Village name/ Bump Ahed sign: Providing and fixing sign 4162.21 Rupees Four Thousand One No.

boards made out of 2mm aluminium sheet size 90x60 cms Hundred Sixty Two And

rectangle as per the design of IRC 67 1977 pre treated with Paise Twenty One Only

phospheting process & acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint:

reflectorised with retro reflective sheeting as per latest

MOST specidication: letters and numbers should be as per

IRC 30 1968, 3.10m long(2nos) stand post and frame

fabricated from suitable size iron angle of 50x50x5 mm

painted with best quality epoxy coatings in black and white

bends, the details of symbol or inscription/numerals for ezch

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

the fixing at site shall be in 1:2:4 CC block of size 45x45x60

cms for ech leg incl. excavation curing etc. comp. under the

suprvision of engineer in charge A) Engineer Grade

6 Gorana to Join S H.xlsx~Sch B

340.00 No. 31 Supplying and fixing cat eye ( Stimsonite) made out from 176.75 Rupees One Hundred No.

acrile beautile sterine injuction high compressed molding Seventy Six And Paise

with reflector made of MMC ( prismatic type of size Seventy Five Only

12cmx6cmx2.50cm) provided with bituminous adhesive

100g with each unit for fixing ( Engineer Grade)

Total Cost of Civil Work Rs.

Rs. = Rupees Seventy Lakh(s) Twenty Five Thousand One

(A) Fifty OneAmount

Total Tendered And Paise Seventy Five Only

(B) Rebate on Above tenered Amount (if any)…...……% (in figure) Rs……………………..........................

Signature of Contractor Executive Engineer

Devbhumi Dwarka Panchayat (R & B) Division

[1] All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.

[2] All the columns in the Schedule be filled in ink and the total of the entries in the last column should be struck by the contractor under his

[3] Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all

conditions, site moisture, weather etc.

[4] The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-1978

and G.R. No. TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contactor.

[5] Testing of materials as per statement attached with the specifications. The materials shall be tested in G.E.R.I. Bill for testing shall be paid by

the department and 1 % (One percentage) of amount put to tender after deduction the cost of material as per Schedule-'A' shall be recovered

from contractor in Running bill as per G.R. of R&B Deptt. No. TNC/1085-4-6, Dt. 20-12-91 & modified R&B Dept, Circular No. SSR/10000092-

[6] Concrete and Bitumeneous mix design shall be carried out by controctor at his own cost.

7 Gorana to Join S H.xlsx~Sch B

[7] In R.C.C. item where there is change of grade mix orchange as per actual mix design the difference of of cement consumption shall be added

/ deducted from rate of original item at the rate of star rate mentioned in the tender.

[8] Testing of materials shalll be as per statement atteched with the specification. The materials shall be tested in G.E.R.I. bill of testing charges

shall be paid by the Executive Engineer and 1 % of the amount put to Tender shall be recovered from the contractor in running bills is as per

G.R. (R&B) Dept. No. TNC 1085 / (4) C Dt. 10-05-85.

[9] Labour Cess 1 % (One Percent) of estimated cost put to tender for this work shall be recovered from contractor of building or other

construction works. (Resolution of Employment and condition Act 1996)

[10] Contractor shall even 'NIL' percentage. If No deduction is offered.

Signature of Contractor Executive Engineer

Devbhumi Dwarka Panchayat (R & B) Division

8 Gorana to Join S H.xlsx~Sch B