Road

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Clearing and grubbing of road land incl.uprooting rank 0.23 One 32361.25

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Earthwork for embankment including breaking clods, dressing 3690.31 One 160.24

with all lead and lift (excluding watering and consolidation) Cum

Selected soil from borrow area within Land width from

km. lead, Executed with machineries (Selected soil to be used

for earthwork shall be from Borrow Area only having CBR not

less than 6.00%)

3 Earthwork in cutting in all sorts of soil and soft Murrum 2371.09 One 85.16

including conveying and spreading the suff embankment as Cum

and where directed within 200 meters from the end of the

cutting with all required lead and lift.

4 Granular Sub-base with Black trap crushed stone Well Cum. 3980.00 One 558.04

Graded Material (Table 400.1) By Mix in Place Method Cum

Construction of granular sub-base by providing Black trap

crushed stone well graded material, 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

Technical Specification Clause 401. For Grading I Material

5 WBM Grading 1 Providing, laying, spreading and compacting 1499.00 One 702.68

stone aggregates of 90 to 45mm sizes to water bound macadam Cum

specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages to

proper grade and camber, applying and brooming, stone

screening/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading I as per Technical Specificaion Clause 405. By Manual

6 WBM Grading 2 Providing, laying, spreading and compacting 3162.81 One 689.03

stone aggregates of 63 to 45mm sizes to water bound macadam Cum

specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages to

proper grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of coarse

aggregate, watering and compacting to the required density

grading 2 as per Technical Specification Clause 405. By Manual

7 Rolling and consolidation using vibratory Road Roller 8 - 10 506.00 One 39.05

tonne capacity (incl. watering) (A) Earthwork (Layer not Cum

exceeding 200mm thickness,)

8 Rolling and Watering of earthwork in layers with vibratory 3771.31 One 18.67

roller including filling in depression which occur during the Cum

process as directed.

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

9 Providing and Laying bitumeneous grout 37.50mm thick using 1042.00 One 2130.92

Emulsion RS1 (Bulk) for tack coat at the rate of 4.00 Kg/10 Sqm MT

on WBM surface and using BT chips for required gradation

with the asphalt of grade VG-30 at the rate of 1.99% ie.

Kg/MT by weight of mix including heating and mixing in

drum mix plant, transporting the mix and spreading the same

by paver finisher and consolidation as per MOST specification

including cost of all Materials, fuel, labours, tools and plants

etc. using contractor's own drum mix plant etc. complete.

10 Providing, laying and rolling of 25mm thick using Bitumean 730.00 One 2959.27

grade of VG-30 open graded premix bituminous carpet with B.T MT

aggregates as specified and using bitumen Emulsion RS-1 for

tack coat at the rate of 2.50kg/10sqm on B.T.Surface (As per IRC-

16) and using bitumen VG-30 for mixing with aggregate at the

rate of 3.36% i.e 33.60kg/MT. of total mix including heating and

mixing in drum mix plant, spreading the same with paver

finisher and consolidation with vibratory roller including

necessary firewood, oil, lubricants, labour charges etc. using

equipment tools etc. completed in accordance with the

requirement of specification.

11 Providing and laying seal coat using Bitumean grade of VG-30 379.00 One 3416.34

with B.T. aggregate as specified using aggregate at the rate of MT

0.18 cum / 10 sqm. and bitumen for mixing with aggregate at

the rate of 4.5% i.e. 45.00 kg/ M.T. of total mix Incl. heating and

mixing in drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including

necessary using contractor's own drum mix plant, machineries

and equipment, tools etc. complete in accordance with the

requirement of specification.

12 Excavation for foundation upto 1.5 m depth including sorting 512.22 One 161.19

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Dense or hard soil.

13 Excavation for foundation upto 1.5m depth including sorting 416.08 One 274.66

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

14 Excavation for foundation in sand, gravel, clay soft soils and 287.93 One 324.51

murrum etc. including shoring, strutting dewatering as Cum

necessary and disposing of the excavated stuff as directed.(A)

Depth upto all and lead 3.0M lead upto 100m for 10 Cum

15 Excavation of foundation in hard murrum and boulders and 7.89 One 388.14

very stiff or sticky clays and other similar strata including Cum

shorting out and struting and dewatering as necessary and

disposing of the excavated stuff as directed.

16 Excavation in large boulders and soft rock by wedging 38.59 One 454.95

including shoring, strutting and dewatering as necessary and Cum

disposing of the excavated stuff as directed,

17 Providing and casting in situ ordinary cement concrete M-150 1242.84 One 2823.75

mix and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 M. to 5.0 M.

18 Providing and filling in foundation with ordinary cement 614.21 One 2216.44

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

19 Providing parapet of ordinary cement concrete M-200 as per 56.00 One 708.41

detailed drawing with necessary reqinforcement including Rmt.

shuttering laying vibrating and finishing to line and level

complete (ii) cast in situ.

20 Providing and cast in situ Controlled cement concrete M-30 (1: 1 851.52 One 5007.31

:2)for average 15cm thick wearing coat /C.C. pavement laid as Cum

directed in approved fixed side form work of steel channel

including vibrating by screed needle vibrator and finishing by

plate vibrator and finished in continuous operation including

providing of contruction joint at every 4.0mtr. and expansion

joint at interval of 40mtr. applying debonding strips, bitumen

primer bitumenous sealant 12mm dia jute rope and curring etc.

21 Providing and cast in situ controlled Cement Concrete M-200 0.09 One 3280.48

Mix and providing necessary pin headers including shuttering Cum

scafolding, laying, vibrating, curring and finishing complete

without V-grooves (A) Height from 0.0 M. to 5.0 M.

22 Providing and casting in situ Contolled Cement concrete M 20 0.14 One 3714.93

mix for R.C.C. works in pier cap, abutment cap, and dirt wall Cum

including controlled cement concrete M 25 bed block or

pedestals for required size below bearings as per detailed

drawings, centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing.

23 Providing and casting in situ Contolled cement concrete- M-200 210.06 One 3905.82

for average 75/150/200 mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

24 Providing and casting in situ Contolled cement concrete- M-20 28.20 One 3777.50

mix for Approach slab including formwork, curing and Cum

finishing complete.

25 Numbering the CD work with approved paint including all 4.00 One 58.80

materials for painting etc. complete. No.

26 Providing and laying weep hole in Abutment and returns by 456.00 One 39.03

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

27 Providing and laying filter media 600mm. thick directed at the 67.42 One 786.89

back of abutments, returns and wing walls as per detailed Sqm

specifications.

28 Providing and laying in Position FE 500/ 500D TMT bar 5.874 One 71636.85

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following (A) Piers

(B) Abutments (C) R.C.C. Return / Walls/ Caps/ Copings etc

29 Providing and Fixing in position FE 500/ 500D TMT bar 24.340 One 71084.33

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawaing (A)RCC kerb (B) RCC

Footpath (C) Solid Slab. / App slab /Wearing Coat

30 Providing 12 mm. Thick Pre-moulded asphalt filler joints as per 29.00 One 772.04

31 Providing flood gauge marks on sub structure as per design 8.00 Rmt 99.26

including painting complete.

32 Filling available excavated earth (excluding rock ) in trenches 662.30 One 88.85

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

33 Supplying and fixing reinforced concrete heavy duty 27.50 One 3862.79

nonpressure pipes with collars for culverts carrying heavy Rmt.

traffic as per IS 458-1991 specifications including setting the

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.I)900mm. Dia

34 Providing temporary all weather and fair weather diversion 5.00 One 531.46

suitable for traffic during the construction period of the bridge Rmt.

/ Slab drain including providing necessary drains and all safety

measures including red lamps / signals at night for traffic etc.

35 Providing and fixing Precast Cement Concrete Hectometer as 20.00 One 321.63

per IRC type design incl. painting, lettering etc. fixing in C.C. No

36 Providing and fixing Precast Cement Concrete Guard stone as 180.00 One 135.74

per I.R.C. type design including white washing etc. complete. No

fixing C.C. 1:5:10

37 Providing and fixing ordinary kilometer stone of precast C.C. 5.00 One 594.94

1:2:4 including necessary reinforcement as per IRC type design No

in C.C. 1:4:8 including painting lettering etc. complete

38 Providing and fixing Indicator stone of approve stone as per 218.00 One 118.77

I.R.C. type design in C.C. 1:4:8 including white washing etc. No

complete fixing in earth

39 Supplying and fixing Junction Boards of M.S. plates and angles 2.00 One 5472.18

as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with necessary No

excavation painting, figuring, lettering on boards etc. complete.

40 Providing and fixing Village name Boards as per standard 2.00 One 3943.44

I.R.C. type design of steel plate incl. painting, lettering etc. No

complete with fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

41 Providing and fixing Road sign of M.S. plate and angle iron 12.00 One 3511.09

incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block No.

with necessary excavation etc. complete as per IRC type design

(i) Reflective Type.

42 Providing and Fixing Flood guage post confirming to IRC 67- 8.00 One 3220.89

2001 using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

43 Citizen's Information Board- Providing and fixing of typical 2.00 One 8411.28

MMGSY information board as per instruction. Two M.S. sheets No

of 3 mm thick of 900mm x 750mm size fixed at top & bottom

duly rivetted with MS angles of 25x25x5mm thick M.S. angle

shall be welded by two vertical M.S. angle of 5mm thick to

75mm x 75mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm x

750mm below ground level. The letters & figure of any shade

reflectorised with high intensity prismatic grade retro reflective

sheeting of Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and steel tube will be

painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B

high intensity grade retro reflective sheeting.

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

44 Road marking with hot applied paints with reflectorising glass 75.00 One 298.96

beads on bitumin surface providing and laying a hot applied Sqm

thermoplastic compound 2.5 mm thick including reflectorising

glass beads @ 250 grm per sq mtr area, thickness of 2.5 mm is

excluding of surface applied glass beads as per IRC : 35-2015.

the finished surface to be level, uniform and free from streaks

and holes, zebra patta/bump patta-lane / centerline/ edge

line/ cut patta. the white color marking should provide

liminance coefficient on cement road shall be min

mcd/m2/lux and asphalt road shall be min 100 mcd/m2/lux

during the survice life during the date 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 retroreflectivity shall be two years.

45 Provinding Crash Barrier including ISMB 150 section 2.5 meter 151.60 One 2101.81

C/C 1:5 meter in length and W shape GI 3 mm plate in single Rmt.

rows including providing 1:5:10 PCC and 1:2:4 UCC for RCC

work steel reinforcement etc. as per detailing drawing

providing and fixing with nuts & bolts welding as required and

one coat of redoxide and two coat of approved oil paint etc.

46 Cautionary warning sign:-Providing & Fixing sign boards made 8.00 One 4040.88

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67- 1977 Pretrated with

phospheting process & acid atching : coated with one coat of

apoxy primer and two coats of best quality epoxy paint,

reflectrorised with retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post & frame fabricated

from suitable size iron angle of 35x35x3 mm., 75x75x6mm.

required paited with best quality epoxy coatings in black and

white bends, the detail of symbols for each board shall be as per

the instruction of the engineer in charge. The fixing at site shall

be in C.C. 1:2:4 block of size 45x45x60 cms for each leg, incl.

excavation,curing etc. comp.under the supervision of Engineer -

in charge.(A) Engineer grade.

47 Cat Eye / road stud/RPM: Supplying Raised Pavement 104.00 One 176.75

markers of polycarbonate and ABS moulded body and No

reflective panels with micro prismatic lens (No glass bead lens)

capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordanace to ASTM D 4280 type H and complying to

specification of category A of MORTH circular No

RW/NH/33023/10-97-DO III Dt. 11-06-1997. the height, width

and length shall be exeed 20mm, 130mm and 130mm and with

minimum reflective area of 13sqcm on each side and the slope

to the base shall be 35+/-5 degree, the body of the marker

should having finger grip for easy and accurate placement and

application with epoxy/bituminous adhesive as recommended

by the manufacturer of the marker. the colour of the marker

should be as per theIRC:35-2015 and as directed by Engineer-in-

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

48 Village Name / Bump Aheas Sign: 8.00 One 5257.20

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*60 cms. rectangle as per design of IRC-67-1977.

Pretreated with phospheting process and 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 M.O.S.T specification: 3.1 M. long (2 nos) stand post and

frame fabricated from suitable size iron angle of 50*50*5mm

painted with best quality epoxy coatings in black and white

bends the details of symbole or inscription / numerals for each

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 45*45*60 cms for

each leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge.(B)Engineer grade

Two Crore Fifty Four Lakh Forty Two Thousand Nine Hundred Twenty Three Rupees And Fifty Six Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ below percent ( Should be written in figures

and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for

which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Keshod-1 Junagadh