schedule - a - e tenders · brooming requisite type of screening/binding material to ... preparing...

Name of Work :-

Sr. No. Material Approximate

quantity

required

Approximate

quantity to be

supplied

Unit Place of

Delivery

Remarks

In Figure In Words

1 2 3 4 5 6 7 8 9

1 Bitumen 444.93

60/70 grade MT

2 Cement 38189

Bags

3 Steel 204.72

MT

- - - All Materials to be brought by Contractor at his own Cost - - -

- - - Nil - - -

Sub Divisional Engineer Executive Engineer

Sign of Contractor Public Works Sub Dn-1, Public Works Division

Dharni Achalpur

SCHEDULE - A

Widening and Improvement to Bhokarbardi- Dharni - Achalpur Road. (MSH-14). Km. 10/400 to 16/400,

Tq. Dharni Dist Amravati. ( C.R.F.)

Rate at which

materials will be

charged to the

contractor

Name of Work :-

Sr. Item Of Work Quantity Rate in Rate in Words Unit Amount Remarks

No. Figure

1 2 3 4 5 6 7 8

1 Cutting down trees including trunks and branches and removing wood upto 1 meter

below ground level and stacking the materials neatly with a lead of 50 m as directed

with specified girths etc.complete as directed by Engineer-in-charge.

a) girths above 30 cm to 60 cm 8.00 95.70 Rupees ninety-five and

paise seventy only

One

Number766.00

b) girths above 60 cm to 90 cm 38.00 187.00 Rupees one hundred eighty-

seven and paise nil only

One

Number7106.00

c) girths above 90 cm to 180 cm 42.00 440.00 Rupees four hundred forty

and paise nil only

One

Number18480.00

d) girths above 180 cm to 270 cm 52.00 649.00 Rupees six hundred forty-

nine and paise nil only

One

Number33748.00

2 Excavation for widening of metal strips from 3.0 m. to 5.5 m. width in all soils

including dressing section to the required grade, camber and side slopes and

conveying the excavated materials with all lift upto a lead of 50m. and spreading for

embankment or stacking as directed and compating the surface with power roller

complete.

Km No. 14 6302.00

Km No. 15 7877.50

Km No. 16 6695.88

20875.38 84.70 Rupees eighty-four and

paise seventy only

One

Cubic

Meter

1768144.00 :Rd.9 Page

No.180,187

3 Excavation for roadway by mechanical means earth, soil of all sorts, sand,gravel,

soft murum including dressing section to the required grade, camber, and side

slopes and conveying the excavated materials with all lifts and spreading for

embankment or stacking etc.as directed by Engineer-in-charge. A) Hard Murum

For Road work 1800.00

Concrete drain 12136.93

Widening and Improvement to Bhokarbardi- Dharni - Achalpur Road. (MSH-14). Km. 10/400 to 16/400, Tq. Dharni Dist Amravati. (

C.R.F.)

S C H E D U L E " B "


No. Figure

1 2 3 4 5 6 7 8

13936.93 66.00 Rupees sixty-six and paise

nil only

One

Cubic

Meter

919837.00

4 Conveying materials obtained from road cutting including all lifts, laying in layers,

breaking clods, dressing to 3% camber /design superelevation , curves, grades and

prescribed section for a lead of over 50 m.upto 300 m. as directed Engineer-in-

charge.

For Road work 18787.50

Concrete drain 9113.74

27901.24 187.05 Rupees one hundred eighty-

seven and paise five only

One

Cubic

Meter

5218927.00

5 Providing granular sub-base (drainage layer) by coarse graded materials, confirming

to grading-II of Table 400-2 of MORT & H. in 50:30:20 proportion of 40mm, 20mm

crusher broken metal and sand respectively, splreading on prepared surface, mixing

by mix in place method at OMC and compacting by vibratory roller to achieve the

desired density etc.complete as per Clause 401 for Grading-II material etc.complete.

B) Compaction by vibrator roller

Km No. 14 2192.00 1037.40 Rupees one thousand thirty-

seven and paise forty only

One

Cubic

Meter

2273981.00

Km No. 15 2740.00 1019.55 Rupees one thousand

nineteen and paise fifty-five

only

One

Cubic

Meter

2793567.00

Km No. 16 2329.00 1001.70 Rupees one thousand one

and paise seventy only

One

Cubic

Meter

2332959.00


No. Figure

1 2 3 4 5 6 7 8

6 Providing, Laying, Spreading and compacting stone aggregates of specific sizes to

Water Bound Macadam specification including spreading in uniform thickness, hand

packing, rolling vibratory roller in stages to proper grade and camber, applying and

brooming requisite type of screening/binding material to fill up the interstices of

coarse aggregate, watering and compacting to the required density, etc. complete.

(A) For metal grade I, using stone screening type A

Km No. 14 1096.00 1515.00 Rupees one thousand five

hundred fifteen and paise nil

only

One

Cubic

Meter

1660440.00

Km No. 15 1370.00 1484.35 Rupees one thousand four

hundred eighty-four and

paise thirty-five only

One

Cubic

Meter

2033560.00

Km No. 16 1164.50 1453.70 Rupees one thousand four

hundred fifty-three and paise

seventy only

One

Cubic

Meter

1692834.00

(A) For metal grade I, using stone screening type A

Km No. 14 822.00 1604.20 Rupees one thousand six

hundred four and paise

twenty only

One

Cubic

Meter

1318652.00


hundred seventy-five and

paise seventy only

One

Cubic

Meter

1619032.00


hundred forty-seven and

paise twenty-five only

One

Cubic

Meter

1351337.00

7 Providing and constructing 75 mm.thick modified penetration macadam (MPM) road

surface including supplying all materials, preparing the existing road surface,

spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken

(by breaking rubble obtained by blasting) heating and spraying the Bulk bitumen of

(VG 30) 60/70 grade @ 2 Kg / sqm, spreading 12 mm.size chips compacting with

power roller etc. complete. b) On existing WBM surface including picking


No. Figure

1 2 3 4 5 6 7 8

Km No. 14 7600.00 180.75 Rupees one hundred eighty

and paise seventy-five only

One

Square

Meter

1373700.00

Km No. 15 9500.00 178.60 Rupees one hundred

seventy-eight and paise sixty

only

One

Square

Meter

1696700.00

Km No. 16 8075.00 176.50 Rupees one hundred

seventy-six and paise fifty

only

One

Square

Meter

1425238.00

8 Providing and constructing 50 mm. thick modified penetration macadam (MPM)

road surface including supplying all materials, preparing the existing road surface,

spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken

(by breaking rubble obtained by blasting) heating and spraying the Bulk bitumen of

(VG 30) 60/70 grade @ 2 Kg / sqm, spreading 12 mm.size chips compacting with

power roller etc. complete. b) On existing BT surface including tack @ 0.5 kg /

sqm.

Km No. 14 12000.00 159.85 Rupees one hundred fifty-

nine and paise eighty-five

only

One

Square

Meter

1918200.00


eight and paise forty only

One

Square

Meter

2376000.00


seven and paise nil only

One

Square

Meter

2001750.00


No. Figure

1 2 3 4 5 6 7 8

9 Providing and laying Bituminous Macadam of required thickness with 60-90 TPH

Drum Mix type Hot Mix plant using crushed aggregate of specified gradding - II

material, premix with required bituminous binder of VG-30 by weight of total Mix,

transported to work site, laid over a previously prepared surface with hydrostatic

paver finisher with sensor control to required grade level and alignment, rolled as

per Clause-501.6 & 501.7 to achieve the desired compaction with vibratory roller

excluding tack coat including diversion of traffic etc. complete. B) For thickness of

50 with 3.4% Bitumen & Grading II coarse aggregates. i) With Drum Mix type Hot

mix Plant SCADA & V-SAT attachment transporting the hot mix material to site with

VTS (Vehicle tracking system)

Km No. 14 600.00 7191.20 Rupees seven thousand one

hundred ninety-one and

paise twenty only

One

Cubic

Meter

4314720.00

Km No. 15 750.00 7218.75 Rupees seven thousand two

hundred eighteen and paise

seventy-five only

One

Cubic

Meter

5414063.00

Km No. 16 637.50 7246.35 Rupees seven thousand two

hundred forty-six and paise

thirty-five only

One

Cubic

Meter

4619548.00

10 Providing and laying Bituminous concrete using crushed aggregate of specified

gradding premixed with bituminous binder o f@ 5.00 percent by weight of total Mix,

and filler, transported to site with VTS laid over a previously prepared surface

finished to the required grade, level, alignment and rolling to achieve the desired

compaction VG-30 Bitumen excluding tack coat using 80 TPH Batch Mix type Hot

mix plant with SCADA, senser paver, intelligent compactor with compaction analyser

and V-SAT attachment with stone Dust filler.

Km No. 14 300.00 8810.30 Rupees eight thousand eight

hundred ten and paise thirty

only

One

Cubic

Meter

2643090.00


hundred thirty-nine and


One

Cubic

Meter

3314756.00


No. Figure

1 2 3 4 5 6 7 8


hundred sixty-eight and


One

Cubic

Meter

2826787.00

11 Supplying murum having PI < 6 at the road side, including conveying and stacking

complete.

Km No. 14 58.50 477.50 Rupees four hundred

seventy-seven and paise

fifty only

One

Cubic

Meter

27934.00

Km No. 15 277.50 460.65 Rupees four hundred sixty

and paise sixty-five only

One

Cubic

Meter

127830.00

Km No. 16 36.00 443.85 Rupees four hundred forty-

three and paise eighty-five

only

One

Cubic

Meter

15979.00

12 Spreading gravel / sand / soft murum /avilable murum over rubble soling

/W.B.M.surface blanketing berms etc.complete.

708.00 20.90 Rupees twenty and paise

ninety only

One

Cubic

Meter

14797.00

13 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised

cautionary, mandatory and informatory sign as per IRC: 67 made out retro reflecting

sheeting of High intensity Prismatic grade confirming to IRC-67:2012 & TYPE-IV

standards of ASTM D4956-09 SPECIFICATIONS, fixed over 4 MM THICK ACP

sheet supported with back support frame of 25 x 25 x 3mm mild steel angle as

approve, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt

long firmly fixed to the ground by means of properly designed foundation with M20

grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per

approved drawing. The angle iron post shall be duly painted with one coat of epoxy

primer and two coats of epoxy finish paints having alternate black and white bands

of 25 cm width including GI fixures and transportation etc complete.The nut bolts of

board with angle iron post/supporting structure after fixing at site has to be


No. Figure

1 2 3 4 5 6 7 8

electrically welded.7 (Seven) years warranty for Retro-Reflective Sheeting from the

original sheeting manufacturer and a certified copy of the three years outdoor

exposure report from an Independent Test Lab for the product offered shall be

submitted by the Contractor (Bottom of Board shall be at least 2.6 m above Ground

level)

i) 90 cm equilateral triangle 8.00 3751.00 Rupees three thousand

seven hundred fifty-one and

paise nil only

Each 30008.00

iii) 60 cm circular. 6.00 2568.50 Rupees two thousand five

hundred sixty-eight and

paise fifty only

Each 15411.00

iv) 80cm x 60 cm rectangular. 22.00 4559.50 Rupees four thousand five

hundred fifty-nine and paise

fifty only

Each 100309.00

14 Direction and Place Indentification

Signs upto 0.9 sqm Size Board.

Providing and fixing retro-reflectorised direction and place identification sign boards

made out of retro reflective sheeting of micro prismatic grade confirming to

IRC:67:2012 & Type IV standards of ASTM D4956-09 specifications,fixed over 4

mm thick ACP sheet supported with back support frame of 35 x 35 x 5 mm mild steel

angle with area upto 0.9 sqm supported in Mild steel angle Iron post 75 x 75 x 6 mm

of 3.5 m height and 50 x 50 x 5 mm M.S. bracing duly painted with synthetic enamel

paint alternate black and white bands of 25 cm of width including G.I. fixtures etc.

,firmly fixed to the ground by means of properly designed foundation of M 20 grade

cement concrete 45 cm x 45 cm x 60 cm ,60 cm below ground level complete (as

per MORT & H specification No.801) (for area upto 0.9 sqm) including transportation

etc. complete. The nut bolts of board with angle iron post/supporting structure after

fixing at site has to be electrically welded. 7 years Warranty for Retro Reflective

sheeting from the original

sheet

the three years outdoor exposure report from an Independent Test Lab for the

product offered shall be submitted by the Contractor (This shall be only used for

N.H./ M.S.H./ S.H.) (Bottom of Board shall be at least 2.6 m above Ground level)

10.80 7955.20 Rupees seven thousand

nine hundred fifty-five and

paise twenty only

One

Square

Meter

85916.00


No. Figure

1 2 3 4 5 6 7 8

15 Providing and fixing informatory sign boards in square or rectangular shape of any

size made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc

chromate-stoveing primer and two coats green stove enamel paint on front side and

grey stove enamel on back side and border / message / symbols etc. with cut out of

white retroreflective sheeting of engineering grade, including M.S. angle frame of 35

mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm,

3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm

duly painted with alternate black and white bands of 25 cm width including G.I.

fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75

cm including transportation etc. complete. The nut bolts of board with angle iron

post/supporting structure after fixing at site has to be electrically welded.

Retroreflective sheeting should be

with five years written warrenty from the manufacture & authorised

distributor/convertor, for satisfactory field performance,durability & stipulated

retroreflectance of retroreflective sheeting. This certificate in original should be

submitted to the Engineer in charge by the contractor/supplier.

3.60 7018.00 Rupees seven thousand

eighteen and paise nil only

One

Square

Meter

25265.00

16 Providing R.C.C.1:2:4 ordinary km. Stones including cost of reinforcement (@ 100

Kg/Cum), painting, numbering etc. complete for S.H. way & M.D.R. as per IRC

design (IRC-8-1980) for highway km stone and fixing in standard size (67x 57x 60cm

) C.C. 1:4:8 block complete.

4.00 2145.00 Rupees two thousand one

hundred forty-five and paise

nil only

One

Number8580.00

17 Providing & fixing R.C.C.1:2:4, 200 M. stone of size (15 x 10 x 65 cm) as per I.R.C.

Design (IRC-26-1967) including cost of reinforcement @ 100 Kg/cum, painting,

numbering fixing in standerd size (35 x30 x 40cm) C.C.1:4:8 block complete.

16.00 363.00 Rupees three hundred sixty-

three and paise nil only

One

Number5808.00


No. Figure

1 2 3 4 5 6 7 8

18 Providing and fixing of Median Marker that are made of tough, high impact resistant,

injection-moulded, thermoplastic body with an isosceles trapezoidal structure of

length, width and height not less than 15 cm, 10 cm and 10 cm respectively and

thickness not less than 1.8mm, the body structure shall be rounded at its acute

angle, all the cvorners and edges. The plastic used for moulding the Median marker

shall have a minimum Notched Izod Impact strength value of 600 J/m at room

temperature, when tested in accordance with ASTM D256 and shall retain at least

70% of this value when subjected to accelerated weathering for 1000 hrs. as per

ASTM G155 or UL 746C. The logo of the manufacturer shall be embossed on either

side of the body] in the injection moulding process. The Median Marker shall have

rectangular-shaped, fluorescent yellow color retro-reflective sheeting

of size not less than 8.5cm * 8.5cm and with fully reflective micro prismatic cube

corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type

XI specifications reflectivity values. The retro-reflective sheeting shall be one or both

sides of the Median Marker and shall be edge protected with no exposed edges

which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker

shall be fixed by a combination of epoxy adhesive and grouting.

400 632.50

Rupees six hundred thirty-

two and paise fifty onlyOne

Number 253000.00

19 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is

exclusive of surface applied glass beads as per IRC:35 .The finished surface to be

level, uniform and free from streaks and holes etc complete.

2124.00 550.00 Rupees five hundred fifty

and paise nil only

One

Square

Meter

1168200.00

20 Removing rich mix cement concrete including stacking the spoils as directed with all

leads, lifts etc. complete.

14.72 638.00 Rupees six hundred thirty-

eight and paise nil only

One

Cubic

Meter

9391.00

21 Providing and laying in situ, cement concrete in 1:4:8 of trap/ granite/ quartzite/

gneiss metal for foundation and bedding including bailing out water, plywood/steel

formwork, compacting, finishing uneven and honeycombed surface curing etc.

complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete shall be covered by gunny bag,

plastic, tarpaulin etc. (Wooden formwork will not be allowed.)


No. Figure

1 2 3 4 5 6 7 8

Km No. 14 276.00 3658.50 Rupees three thousand six

hundred fifty-eight and paise

fifty only

One

Cubic

Meter

1009746.00


hundred sixty-two and paise

seventy only

One

Cubic

Meter

1414718.00


hundred sixty-six and paise

ninety only

One

Cubic

Meter

726046.00

22 Providing and laying in situ cement concrete of M-15 / M-20 with trap / granite /

quartzite / gneiss metal in face wall including plywood/ steel formwork and steel

centering, compaction by vibrator, finishing uneven and honeycombed surface with

C.M.1:3 of sufficient minimum thickness to give smooth and even surface, filling

joints with bitumen, curing etc. complete. (Excluding cost of reinforcement.) The

C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only.

Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden

centering/formwork will not be allowed).

Km No. 14 816.00 5367.35 Rupees five thousand three

hundred sixty-seven and


One

Cubic

Meter

4379758.00


hundred seventy-one and


One

Cubic

Meter

5478777.00


hundred seventy-five and

paise thirty only

One

Cubic

Meter

3289684.00

M-15 for C.C.Drain wall across road

Km No. 14 @ Ch. 13/800 27.00 5088.50 Rupees five thousand eighty-

eight and paise fifty only

One

Cubic

Meter

137390.00


No. Figure

1 2 3 4 5 6 7 8

Km No. 15 @ Ch. 14/500 390.63 5092.70 Rupees five thousand ninety-

two and paise seventy only

One

Cubic

Meter

1989361.00

23 Providing and laying in situ Cement concrete of M-20 grade of trap / granite /

quartzite / gneiss metal for R.C.C Work in solid / deck slab including plywood/steel

formwork, steel centering, compaction by vibrating finishing uneven and

honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a

smooth and even surface or roughening the surface if special finish is to be

provided, curing and finishing in cement plaster (Excluding reinforcement, including

cover block) The C.M. 1:3 plaster is considered for rendering uneven and


plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed). Height

upto 3.00 m

Km No. 14 372.40 6514.35 Rupees six thousand five

hundred fourteen and paise

thirty-five only

One

Cubic

Meter

2425944.00


hundred eighteen and paise

thirty only

One

Cubic

Meter

2848758.00


hundred twenty-two and

paise thirty only

One

Cubic

Meter

1676492.00

24 Providing and fixing reinforced cement concrete round cover in m-20 grade of 7.5

cm thick over manhole and inspection chamber including mild steel reinforcement

etc.complete. (1.25 m dia.)

210.00 1265.00 Rupees one thousand two

hundred sixty-five and paise

nil only

One

Number265650.00

25 Providing and fixing UPVC pipe of 100 mm. dia and of required length for providing

weep holes in abutment, riding returns, including necessary inverted filter etc.

complete.

162.00 137.50 Rupees one hundred thirty-

seven and paise fifty only

One

Running

Meter

22275.00


No. Figure

1 2 3 4 5 6 7 8

26 Providing and fixing in position reinforcement of various diameters for R.C.C. pile

caps, footings, foundations, slabs, beams and columns, canopies, staircases,

newels, chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and

drawings and schedules including cutting, bending, hooking the bars, binding with

wires or tack welding and supporting as required completed. b) For TMT steel bars

Km No. 14 70.04 67650.00 Rupees sixty-seven

thousand six hundred fifty

and paise nil only

One

Metric

tone

4738206.00



and paise nil only

One

Metric

tone

5716425.00



and paise nil only

One

Metric

tone

3394677.00

27 Providing and laying cement concrete pipe of I.S. N.P. 2nd class of 600 mm

diameter in proper line, level and slope including providing, fixing collars or spigot

and socket joint by rubber ring and in C.M.1:2 etc. complete.

25.00 1936.00 Rupees one thousand nine

hundred thirty-six and paise

nil only

One

Running

Meter

48400.00

28 Providing and fixing mild steel grill work for windows, ventilators, etc. required

kg/sqm as per drawing including fixtures necessary welding and painting with one

coat of anticorrosive paint and two coats of oil painting complete. 25 Kg/Sqm.

18.00 1870.00 Rupees one thousand eight

hundred seventy and paise

nil only

One

Square

Meter

33660.00

29 Providing and laying 25 mm. thick precast polished chequered cement tiles for

treads of size 20 cm. x 32 cm. and 20 mm. Thick plain cement tiles for risers of steps

and staircase with nosing of treads moulded as per drawing or as directed on a bed

of 1:4 cement mortar in required positions including cement float filling joints with

neat cement slurry, curing, polishing and cleaning complete.

Km No. 14

For concrete drain 2400.00

Center median 1065.00

3465.00 446.15 Rupees four hundred forty-

six and paise fifteen only

One

Square

Meter

1545910.00


No. Figure

1 2 3 4 5 6 7 8

Km No. 15




six and paise thirty-five only

One

Square

Meter

1867975.00

Km No. 16




six and paise fifty only

One

Square

Meter

1312710.00

30 Providing and applying three coats of flat oil paint of approved colour to the old

structural steel work and iron work previously painted in building scaffolding, if

necessary, cleaning and preparing the surface including primer coat complete.

(Sample and brand is to be got approved from Ex. Engineer before use)

1680.00 71.50 Rupees seventy-one and

paise fifty only

One

Square

Meter

120120.00

31 Providing and laying in situ C.C.1:3:6 of trap / granite / quartzite / gneiss metal in

foundation as levelling course including necessary bailing out water, including

plywood/steel form work, steel centering, compaction by vibrating finishing etc.

complete. The C.M. 1:3 plaster is considered for rendering uneven and


plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

Km No. 14 463.64 3764.35 Rupees three thousand

seven hundred sixty-four and


One

Cubic

Meter

1745303.00


seven hundred seventy-two

and paise seventy only

One

Cubic

Meter

2149232.00


seven hundred seventy-six

and paise ninety only

One

Cubic

Meter

1246377.00


No. Figure

1 2 3 4 5 6 7 8

32 Providing & fixing of approved thickness interlocking concrete pavers (Monolithic

single layer preacast concrete blocks) of grey cement in red,black,brown or any

colour with pigments @ 3% by weight of cement having average crushing strength

50 N/Sqmm placed on uniformly graded river sand sand cushioning of average 25

mm thickness with proper compaction with mechanical compactor in proper line

,level,grade and camber as directed etc complete. C) 100mm thick in M-50 Grade

C1:- Plain

10410.00 990.00 Rupees nine hundred ninety

and paise nil only

One

Square

Meter

10305900.00

33 Providing and laying Granite of best quality 16 mm to 20 mm thick for treads and

risers of steps and staircases, with rounded nosing and groove at edge for the

treads, on a bed of C.M. 1:4 including cement float filling joints with neat cement

slurry, curing, polishing and cleaning complete.


hundred thirty-three and


One

Square

Meter

208845.00


hundred thirty-three and

paise fifty only

One

Square

Meter

126446.00

34 Providing & Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of

50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and

horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including

buffing,fabricating fixtures and fastening including pipe base of appropriate diameter

and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete

(Prior approval of sample and brand by Ex.Engineer is necessary before use)

251.52 4620.00 Rupees four thousand six

hundred twenty and paise nil

only

One

Square

Meter

1162022.00


No. Figure

1 2 3 4 5 6 7 8

35 Providing and laying precast cement concrete block fo M-20 grade for central

median including casting of M-20 cement concrete block at contractor site i.e.

average 2 kms. lead from work site including casting loading and erecting of

precast block for central median including breaking BT surface, excavating for

trenches C.C. 1:3:6 for fixing at stone dust, soft murum for plantation and painting on

outer side etc complete.

Km No. 14 710.00 2171.70 Rupees two thousand one

hundred seventy-one and

paise seventy only

One

Running

Meter

1541907.00


hundred seventy-seven and


One

Running

Meter

1720107.00


hundred seventy-eight and

paise eighty only

One

Running

Meter

1655888.00

36 Providing structural steel work in single stanchions composed of R.S.J. Channel etc.

with caps, bases, mild steel plates, angle brackets, cleats, gusset plates, anchor

bolts etc. as per detailed design and drawings or as directed including cutting,

fabricating, hoisting,erecting fixing in position, making riveted / bolted / welded

connection and one coat of anticorrosive paint and over it two coats of oil painting of

approved quality and shade complete.

26.83 73150.00 Rupees seventy-three

thousand one hundred fifty

and paise nil only

One

Metric

tonne

1962615.00

Total Rs. 129123674.00

## Rupees Twelve Crore ninety-one lakhs twenty-three thousand six hundred seventy-four and paise nil only

Sub Divisional Engineer Sign of Contractor No. of Corrections Executive Engineer

Public Works Sub Dn-1, Public Works Division

Dharni Achalpur


No. Figure

1 2 3 4 5 6 7 8

A.A. No. CRF Job No. MAH / 2015-16 / Dt. 8.3.2016 / Rs. 1500.00 Lakhs.

T.S. No. 24 / CE / Road / CRF / 2016-17 / Rs. 13,76,45,840/-

Name of Work :-

Sr. Item Of Work Unit Specification

No. No. / Pg. No.

1 2 6 8

1 Cutting down trees including trunks and branches and removing wood upto 1 meter below ground level and stacking the materials

neatly with a lead of 50 m as directed with specified girths etc.complete as directed by Engineer-in-charge.

One

Number

Rd. 9 Page No. 187

2 Excavation for widening of metal strips from 3.0 m. to 5.5 m. width in all soils including dressing section to the required grade, camber

and side slopes and conveying the excavated materials with all lift upto a lead of 50m. and spreading for embankment or stacking as

directed and compating the surface with power roller complete.

One Cubic

Meter

Rd. 9 Page No. 187

3 Excavation for roadway by mechanical means earth, soil of all sorts, sand,gravel, soft murum including dressing section to the required

grade, camber, and side slopes and conveying the excavated materials with all lifts and spreading for embankment or stacking etc.as

directed by Engineer-in-charge. A) Hard Murum

One Cubic

Meter

Rd. 9 Page No. 187

4 Conveying materials obtained from road cutting including all lifts, laying in layers, breaking clods, dressing to 3% camber /design

superelevation , curves, grades and prescribed section for a lead of over 50 m.upto 300 m. as directed Engineer-in-charge.

One Cubic

Meter

As directed by Engineer-in-

charge.

5 Providing granular sub-base (drainage layer) by coarse graded materials, confirming to grading-II of Table 400-2 of MORT & H. in

50:30:20 proportion of 40mm, 20mm crusher broken metal and sand respectively, splreading on prepared surface, mixing by mix in

place method at OMC and compacting by vibratory roller to achieve the desired density etc.complete as per Clause 401 for Grading-II

material etc.complete. B) Compaction by vibrator roller

One Cubic

Meter

M.O.R.T.& H. - 2001 Cl. 404

P. No. 112

6 Providing, Laying, Spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including

spreading in uniform thickness, hand packing, rolling vibratory roller in stages to proper grade and camber, applying and brooming

requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required

density, etc. complete.

One Cubic

Meter

M.O.R.T.& H. - 2001 Cl. 404

P.112

7 Providing and constructing 75 mm.thick modified penetration macadam (MPM) road surface including supplying all materials, preparing

the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble

obtained by blasting) heating and spraying the Bulk bitumen of (VG 30) 60/70 grade @ 2 Kg / sqm, spreading 12 mm.size chips

compacting with power roller etc. complete. b) On existing WBM surface including picking

One

Square

Meter

IRC SP 20

Widening and Improvement to Bhokarbardi- Dharni - Achalpur Road. (MSH-14). Km. 10/400 to 16/400, Tq. Dharni Dist

Amravati. ( C.R.F.)

S C H E D U L E " C "


No. No. / Pg. No.

1 2 6 8

8 Providing and constructing 50 mm. thick modified penetration macadam (MPM) road surface including supplying all materials,

preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking

rubble obtained by blasting) heating and spraying the Bulk bitumen of (VG 30) 60/70 grade @ 2 Kg / sqm, spreading 12 mm.size chips

compacting with power roller etc. complete. b) On existing BT surface including tack @ 0.5 kg / sqm.

One

Square

Meter

IRC SP 20

9 Providing and laying Bituminous Macadam of required thickness with 60-90 TPH Drum Mix type Hot Mix plant using crushed aggregate

of specified gradding - II material, premix with required bituminous binder of VG-30 by weight of total Mix, transported to work site, laid

over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade level and alignment, rolled as

per Clause-501.6 & 501.7 to achieve the desired compaction with vibratory roller excluding tack coat including diversion of traffic etc.

complete. B) For thickness of 50 with 3.4% Bitumen & Grading II coarse aggregates. i) With Drum Mix type Hot mix Plant SCADA & V-

SAT attachment transporting the hot mix material to site with VTS (Vehicle tracking system)

One Cubic

Meter

:M.O.R.T.& H. 2001.

Clause.No. 504 / P. No. 160

10 Providing and laying Bituminous concrete using crushed aggregate of specified gradding premixed with bituminous binder o f@ 5.00

percent by weight of total Mix, and filler, transported to site with VTS laid over a previously prepared surface finished to the required

grade, level, alignment and rolling to achieve the desired compaction VG-30 Bitumen excluding tack coat using 80 TPH Batch Mix type

Hot mix plant with SCADA, senser paver, intelligent compactor with compaction analyser and V-SAT attachment with stone Dust filler.

One Cubic

Meter

:M.O.R.T.& H. 2001.

Clause.No. 504 and IRC SP

2013

11 Supplying murum having PI < 6 at the road side, including conveying and stacking complete. One Cubic

Meter

Rd.23/Page No.202

12 Spreading gravel / sand / soft murum /avilable murum over rubble soling /W.B.M.surface blanketing berms etc.complete. One Cubic

Meter

Rd.28/Page No.205

13 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC: 67

made out retro reflecting sheeting of High intensity Prismatic grade confirming to IRC-67:2012 & TYPE-IV standards of ASTM D4956-

09 SPECIFICATIONS, fixed over 4 MM THICK ACP sheet supported with back support frame of 25 x 25 x 3mm mild steel angle as

approve, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly

designed foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The

angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and

white bands of 25 cm width including GI fixures and transportation etc complete.The nut bolts of board with angle iron post/supporting

structure after fixing at site has to be

Each IRC 67 : 2012

electrically welded.7 (Seven) years warranty for Retro-Reflective Sheeting from the original sheeting manufacturer and a certified copy

of the three years outdoor exposure report from an Independent Test Lab for the product offered shall be submitted by the Contractor

(Bottom of Board shall be at least 2.6 m above Ground level)

14 Direction and Place Indentification

Signs upto 0.9 sqm Size Board.


No. No. / Pg. No.

1 2 6 8

Providing and fixing retro-reflectorised direction and place identification sign boards made out of retro reflective sheeting of micro

prismatic grade confirming to IRC:67:2012 & Type IV standards of ASTM D4956-09 specifications,fixed over 4 mm thick ACP sheet

supported with back support frame of 35 x 35 x 5 mm mild steel angle with area upto 0.9 sqm supported in Mild steel angle Iron post 75

x 75 x 6 mm of 3.5 m height and 50 x 50 x 5 mm M.S. bracing duly painted with synthetic enamel paint alternate black and white bands

of 25 cm of width including G.I. fixtures etc. ,firmly fixed to the ground by means of properly designed foundation of M 20 grade cement

concrete 45 cm x 45 cm x 60 cm ,60 cm below ground level complete (as per MORT & H specification No.801) (for area upto 0.9 sqm)

including transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be

electrically welded. 7 years Warranty for Retro Reflective sheeting from the original sheet

One

Square

Meter

IRC 67 : 2012

the three years outdoor exposure report from an Independent Test Lab for the product offered shall be submitted by the Contractor

(This shall be only used for N.H./ M.S.H./ S.H.) (Bottom of Board shall be at least 2.6 m above Ground level)

15 Providing and fixing informatory sign boards in square or rectangular shape of any size made out 16 guage (1.6 mm) thick mild steel

sheet painted with one coat of zinc chromate-stoveing primer and two coats green stove enamel paint on front side and grey stove

enamel on back side and border / message / symbols etc. with cut out of white retroreflective sheeting of engineering grade, including

M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm, 3.65 m long properly cross

braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I.

fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete. The nut

bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Retroreflective sheeting should

be

One

Square

Meter

As per IRC-67, 1977 &

M.O.R.T & H Circular No.

RW/ NH-33023 / 31/88 D.O.III

Dated 2-5-1994

with five years written warrenty from the manufacture & authorised distributor/convertor, for satisfactory field performance,durability &

stipulated retroreflectance of retroreflective sheeting. This certificate in original should be submitted to the Engineer in charge by the

contractor/supplier.

16 Providing R.C.C.1:2:4 ordinary km. Stones including cost of reinforcement (@ 100 Kg/Cum), painting, numbering etc. complete for S.H.

way & M.D.R. as per IRC design (IRC-8-1980) for highway km stone and fixing in standard size (67x 57x 60cm ) C.C. 1:4:8 block

complete.

One

Number


charge

17 Providing & fixing R.C.C.1:2:4, 200 M. stone of size (15 x 10 x 65 cm) as per I.R.C. Design (IRC-26-1967) including cost of

reinforcement @ 100 Kg/cum, painting, numbering fixing in standerd size (35 x30 x 40cm) C.C.1:4:8 block complete.

One

Number


charge

18 Providing and fixing of Median Marker that are made of tough, high impact resistant, injection-moulded, thermoplastic body with an

isosceles trapezoidal structure of length, width and height not less than 15 cm, 10 cm and 10 cm respectively and thickness not less

than 1.8mm, the body structure shall be rounded at its acute angle, all the cvorners and edges. The plastic used for moulding the

Median marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance

with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000 hrs. as per ASTM G155

or UL 746C. The logo of the manufacturer shall be embossed on either side of the body] in the injection moulding process. The Median

Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting

One

Number


charge


No. No. / Pg. No.

1 2 6 8

of size not less than 8.5cm * 8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67

2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median

Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The

Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

19 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from

streaks and holes etc complete.

One

Square

Meter

M.O.R.T. & H. 2001, Clause

No. 803 P. No. 320

20 Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc. complete. One Cubic

Meter


charge.

21 Providing and laying in situ, cement concrete in 1:4:8 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including

bailing out water, plywood/steel formwork, compacting, finishing uneven and honeycombed surface curing etc. complete. The Cement

Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny

bag, plastic, tarpaulin etc. (Wooden formwork will not be allowed.)

One Cubic

Meter

CD.3/Page No.160 /I.S.456

(2000)

22 Providing and laying in situ cement concrete of M-15 / M-20 with trap / granite / quartzite / gneiss metal in face wall including plywood/

steel formwork and steel centering, compaction by vibrator, finishing uneven and honeycombed surface with C.M.1:3 of sufficient

minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc. complete. (Excluding cost of reinforcement.)

The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny

bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

One Cubic

Meter

Bd.E. 8 /Page No. 302 /I.S.

456 (2000)

23 Providing and laying in situ Cement concrete of M-20 grade of trap / granite / quartzite / gneiss metal for R.C.C Work in solid / deck slab

including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of

sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing and

finishing in cement plaster (Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will

not be allowed). Height upto 3.00 m

One Cubic

Meter


charge.

24 Providing and fixing reinforced cement concrete round cover in m-20 grade of 7.5 cm thick over manhole and inspection chamber

including mild steel reinforcement etc.complete. (1.25 m dia.)

One

Number


charge.

25 Providing and fixing UPVC pipe of 100 mm. dia and of required length for providing weep holes in abutment, riding returns, including

necessary inverted filter etc. complete.

One

Running

Meter


charge.

26 Providing and fixing in position reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams and

columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawings and

schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required completed. b) For

TMT steel bars

One

Metric

tone

BR 35 / Pg. No. 134


No. No. / Pg. No.

1 2 6 8

27 Providing and laying cement concrete pipe of I.S. N.P. 2nd class of 600 mm diameter in proper line, level and slope including providing,

fixing collars or spigot and socket joint by rubber ring and in C.M.1:2 etc. complete.

One

Running

Meter

CD.7/Page No.162

28 Providing and fixing mild steel grill work for windows, ventilators, etc. required kg/sqm as per drawing including fixtures necessary

welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. 25 Kg/Sqm.

One

Square

Meter

Bd.U.1/Page No.537

29 Providing and laying 25 mm. thick precast polished chequered cement tiles for treads of size 20 cm. x 32 cm. and 20 mm. Thick plain

cement tiles for risers of steps and staircase with nosing of treads moulded as per drawing or as directed on a bed of 1:4 cement mortar

in required positions including cement float filling joints with neat cement slurry, curing, polishing and cleaning complete.

One

Square

Meter

Bd.M 33 /Page No. 392

30 Providing and applying three coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in

building scaffolding, if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got

approved from Ex. Engineer before use)

One

Square

Meter

Bd. O 6 /Page No. 406

31 Providing and laying in situ C.C.1:3:6 of trap / granite / quartzite / gneiss metal in foundation as levelling course including necessary

bailing out water, including plywood/steel form work, steel centering, compaction by vibrating finishing etc. complete. The C.M. 1:3

plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic,

tarpaulin etc. (Wooden centering/ formwork will not be allowed).

One Cubic

Meter

BR 5 Pg. No. 105/ IS 456

(2000)

32 Providing & fixing of approved thickness interlocking concrete pavers (Monolithic single layer preacast concrete blocks) of grey cement

in red,black,brown or any colour with pigments @ 3% by weight of cement having average crushing strength 50 N/Sqmm placed on

uniformly graded river sand sand cushioning of average 25 mm thickness with proper compaction with mechanical compactor in proper

line ,level,grade and camber as directed etc complete. C) 100mm thick in M-50 Grade C1:- Plain

One

Square

Meter


charge.

33 Providing and laying Granite of best quality 16 mm to 20 mm thick for treads and risers of steps and staircases, with rounded nosing

and groove at edge for the treads, on a bed of C.M. 1:4 including cement float filling joints with neat cement slurry, curing, polishing and

cleaning complete.

One

Square

Meter


charge.

34 Providing & Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m

c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and

fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete

(Prior approval of sample and brand by Ex.Engineer is necessary before use)

One

Square

Meter


charge.

35 Providing and laying precast cement concrete block fo M-20 grade for central median including casting of M-20 cement concrete block

at contractor site i.e. average 2 kms. lead from work site including casting loading and erecting of precast block for central median

including breaking BT surface, excavating for trenches C.C. 1:3:6 for fixing at stone dust, soft murum for plantation and painting on

outer side etc complete.

One

Running

Meter


charge.


No. No. / Pg. No.

1 2 6 8

36 Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plates, angle brackets,

cleats, gusset plates, anchor bolts etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting,erecting

fixing in position, making riveted / bolted / welded connection and one coat of anticorrosive paint and over it two coats of oil painting of

approved quality and shade complete.

One

Metric

tonne

Bd.C. 6/Page No. 277

Sub Divisional Engineer Executive Engineer

Public Works Sub Dn-1, Public Works Division

Dharni Achalpur

schedule - a - e tenders · brooming requisite type of screening/binding material to ... preparing...

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