Civil work

NAME OF WORK :- DEVELOPING OF CEMENT CONCRETE ROAD AT CITY SURVEY NO.6602 (OLD VADALI - KHEDBRAHMA )

HEIGHWAY UNDER MUKHYA MANTRI SHAHERI SADAK YOJNA, AT:- KHEDBRAHMA

Approved Total Amount

Approved Total Amount

IT Rate with according to

but may be Description Unit

No. 1% L.W Cess estimated

Rs. quantities.

1 1125.00 Box cutting the road surface to proper slope and camber for making a base Cmt 215.62

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

road side slope as directed up to 50 meter lead.

2 18.00 Demolition including stacking of serviceable materilas CMT 1081.83

and disposal of unserviceable materials with all lead and

lift. (i) R.C.C. work

3 1280.00 Excavation for foundation up to 1.5 M Depth including sorting out and CMT 532.91

stacking of useful materials and disposing of the excavated stuff up to

(D) Soft rock not requiring Blasting

4 188.00 Earthwork for embankment including breaking clods, dressing with all lead Cmt 236.61

and lift and including watering rolling and consolidation of subgrade in layers

at O.M.C. to required dry density including filling the depression which occur

during the process using power roller 8T to 10T.(C) From Borrow area within

5 281.50 Providing and laying cement concrete 1:3:6 (1cement: 3 coarse sand: 6 CMT 3231.26

crushed stone aggregates 40mm nominal size) and curing complete excluding

cost of formwork in

(A) foundation and plinth

6 938.00 Construction of Granular Sub Base (GSB) by providing coarse graded material Cmt 1646.40

of grading-I, spreading in uniform layers with motor grader on prepared

surface, mixing by mix in place method with rotavator at OMC, and

compacting with vibratory roller to achieve the desired density, complete as

per MORTH specification

7 1125.00 Providing, laying, spreading and compacting stone aggregates of specific sizes Cmt 1375.46

to water bound macadam (Grade-I) (B.T. Metal of size 45 to 90 mm)

specification including spreading in uniform thickness, hand packing , rolling

with vibratory roller 80-100 kN static wt. to proper grade and camber,

applying and brooming, stone screening/binding materials to fill-up the

interstices of coarse aggregate, watering and compacting etc. complete as per

8 563.00 Providing, laying, spreading and compacting graded stone aggregates to Wet Cmt 1193.88

Mix Macadam in150 mm thickness as per MORT & H specification including

premixing the material with water at OMC in mechanical mix plant, carraige

of mixed material by tippers to site, laying in uniform layers with paver or

motor grader in sub base / base course on well prepared surface and

compacting with vibratory roller to acheive the desired density.complete as

per MORT & H clause

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but may be Description Unit

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9 3750.00 Rolling & consolidating of water bound macadam (Except literate and kankar) Smt 22.02

including watering not exceeding 150 mm thickness (Main layer

includingbinding materials) including filling in depressions which occurs

during the process B) With power roller exceeding 8 tonne not exceeding

10 800.50 Providing and laying in position Ready Mixed M-200 grade concrete for CMT 4957.72

reinforced cement conctere work , using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported

to site of work in transit mixer for a lead up to 10 kms having continuous

agitated mixer,manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

11 2500.00 Compaction and finishing of C.C.road by trimix process providing extra labour SMT 63.13

charges for tremix (vaccum de watering services)process on C.C.road surface

by using vacum de watering pump fioater surface vibrator including making

grove and ruogh finish to surface as per instruction including levelling

12 83.50 Providing 12 mm thick per-moulded asphalt filler joints as per drawings. SMT 703.53

13 27913.82 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, KG 77.29

binding and placing in position complete upto floor two level.

14 2657.50 Providing formwork of ordinary timber planking so as to give a rough finish SMT 258.28

including centering shuttering strutting and propping etc. height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain concrete work

in. (C) Vertical surface such as walls (any thickness) partitions and the like

including attached buttresses & string course & the like.

15 625.00 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete SMT 706.93

block Brick Type Paver in the classic 200X100X60mm thick Rectangular shape

with grade of concrete M300 pnumatic compressed / vibrated mechanically

and as per approved design Confirming to IS 15658 : 2006 including 35 mm

Sand layer for levelling and filling the joint with sand in proper line and level

as per guidlines of IRC : SP 63-2018 etc. Complete.

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IT Rate with according to

but may be Description Unit

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16 500.00 Providing and fixing pre-cast concrete kerb stone of gray cement based RMT 374.92

concrete block 30cm length,30cm height and 15cm thick of M250 grade

concret as per approved design and including excavation for fixing in proper

line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

The rate shall also include for erecting and fixing the pieces in position for

complete kerb system with Half Batter Profile type of kerbs including

necessary accessories of kerb like radius kerb, angles and quadrant kerbs,

droplet kerbs etc. complete as per drawing. HB 1000x300x100mm.

17 82.00 Road marking with hot applied thermoplastic paints with reflectorising glass Smt 367.72

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per

IRC:35-2015. The finished surface to be level, uniform and free 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 130 mcd/m2/lux and Asphalt road shall be min 100 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

18 100.00 Providing and supplying in standard length ISI mark unplasticised PVC Suitable Rmt 191.90

for potabale water with ring fit joint including cost of ring fit joint including

cost of ring as per IS specification no 4985/1988 including all local and central

taxes, transportation, fright charges, octroi inspaction chrges, loading and

unloading conveyance to departmental stores including cost of jointing

material etc complete. Test Pressure 6 Kg/cm2 - 90MM

19 100.00 Providing and supplying in standard length ISI mark unplasticised PVC Suitable Rmt 580.75

for potabale water with ring fit joint including cost of ring fit joint including

cost of ring as per IS specification no 4985/1988 including all local and central

taxes, transportation, fright charges, octroi inspaction chrges, loading and

unloading conveyance to departmental stores including cost of jointing

material etc complete. Test Pressure 6 Kg/cm2 - 160MM

20 7.00 Tracing of old manhole NOS. 1202.00

21 54.00 Rcc precast Main hole frame and cover manufacture, supply and delivery at Nos 1121.00

store or at site of work precast rcc M-200 frame and cover suitable to

drainage main hole and as per type design and drawing including cost of

rainforcement m.s angle or flet curing mold work etc. A- Heavy duty

1- Frame suitable for 50 cm opening of MH

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IT Rate with according to

but may be Description Unit

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22 54.00 Rcc precast Main hole frame and cover manufacture, supply and delivery at Nos 1173.00

store or at site of work precast rcc M-200 frame and cover suitable to

drainage main hole and as per type design and drawing including cost of

rainforcement m.s angle or flet curing mold work etc. A- Heavy duty

2- Cover suitable for 50 cm opening of MH

23 35.00 Octagonal poles No. 17276.05

Supplying and erecting approved make Octagonal pole made from HR sheet

steel. The pole should be made as per IS. and shall be coated with hot dip

galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed with

integral Junction box consist of terminal plate of min 6mm Hylam sheet,

standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type

terminal and arrangement for cable termination to be erected With Suitable

foundation (Included) as per details given by manufacturer considering site

(H) 9 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm thickness with

260mmX260mmX16mm base plate, 4-M24 Bolts and 750mm long with

necessary G.I. J Bolts .Approx Pole weight 97 kg

24 35.00 Supplying and erecting LED street light / Flood light fittings with High power No. 5080.30

White LEDs wattage of 3 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses, with toughened

glass with company mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(

fittings required LM-79 & LM-80 certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)(A) Street Light (IP-

65), Surge protection -4KV integral and ,Light must have 440VAC line supply

with over-voltage protection.

25 315.00 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv Mtr. 58.58

grade ISI marked copper wires of following size to be erected as directed.(e)

1.50 Sq.mm 3 core round PVC sheathed

26 250.00 Providing and erecting XLPE (IS:7098) (I)-88 ISI armored cable multistoried Mtr. 264.62

Aluminum conductor for 1.1KV. to be laid on wall with necessary clamps or in

existing trench/ pipe of following size of cables.

(B) 3 1/2 core 35 sq.mm (16 sq.mm 1/2 mm Core)

27 250.00 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Mtr. 168.67

Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or

in existing trench / pipe of following size of cables

(c) 4 core 10 Sq. mm)

28 35.00 Providing and erecting Cast iron earth plate size 30 X 30 X 0.35 cms. buried in No. 685.79

specially prepared 2.5 Mtr. deep earth pit complete with necessary G.I. strip

in G.I. pipe 2 Mtr. long with coupling and G.I. plug for earthing of switch gear,

conduit run or power plug etc.

Approved Total Amount

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IT Rate with according to

but may be Description Unit

No. 1% L.W Cess estimated

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29 1.00 Supplying & erecting approved make Digital time switch having lithium cell 6 Each 3168.37

years operative and operate battery backup 1 channel day clock with

memory programme, suitable to operate on 240V + 5%, 16A with, floating

contacts Minimum switching setup time 1 minimum & LCD display. Also

comprised permanent ON/OFF switching. Programming switches & housed in

fire proof thermoplastic enclosure & transparent cover erected as required

with necessary connection erected as directed.

30 4.00 Excavating hard Murrum or Metal road by chiselling for preparing pit for Cmt. 240.38

poles or earth plates or for laying pipes & clearing the site by removing debris

& making site good.

31 35.00 Providing and erecting street light pole bracket comprising main B Class GI Each 614.08

pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I sleeve

tubing of approx. 45cms.length and suitable for 76.5 mm / 80mm. / require

size pole top having sufficient fasteners for fixing the brackets and having

spread of 1 mtr. length with suitable rise as per site condition & suitable

welded stiffener reducer and nipple with check nut complete painted with

one coat of Red oxide / PU base primer and two coats of Aluminium / PU

paint. paint with following nos of arms.

[A] Single Arm bracket 1 Mtr

32 460.00 Making trench in soft soil of suitable width of 90 cm deep for laying cable or Rmt. 55.55

locating the fault all over the run and back filling the same and making the

surface as normal ground.

33 920.00 Providing & laying approved make Double walled corrugated pipes (DWC) of Rmt. 62.62

polyethylene(conforming to IS 14930 II )with necessary connecting

accessories of same material at required depth in existing trench for laying of

cable. below ground / road surface for enclosing cable

(A))50 mm outer dia

34 920.00 Providing & laying approved make Double walled corrugated pipes (DWC) of Rmt. 137.36

polyethylene(conforming to IS 14930 II )with necessary connecting

accessories of same material at required depth in existing trench for laying of

cable. below ground / road surface for enclosing cable (D)120 mm outer dia.

Approved Total Amount

Approved Total Amount

IT Rate with according to

but may be Description Unit

No. 1% L.W Cess estimated

Rs. quantities.

35 4.00 Providing cement concrete for foundation or for concrete filling in 1:2:4 ratio Cmt 5127.77

with 20 to 25mm stone metal duly plastered with necessary curing for pole

muffing or any other purpose.

I / We am / are willing to complete work …………………... % below / above tendered rate mentioned.

Total Estimated Cost Rs. 1,48,31,516.00………………% Below / above Rs. …………………………………..

*(Please strike out whichever is not applicable).

All work shall be carried out as per public works Department Hand book and other specifications of Division or as

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All the columns is schedule should be filled in ink and the total of the entires in the last column should be struck by

the contractor under his signature.

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Rates quoted include clearnace 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.

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Note -4- To be continued on additional sheets, if found necessary.

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Signature of Contractor

CHIEF OFFICER PRESSIDENT

Khedbrahma nagarpalika Khedbrahma nagarpalika