Construction of Slab Drain on Vayor Ukir Road at Ch. 0/800 Taluka Abdasa Dist. Bhuj-Kuchchh under MMGSY Program Year 2024-25 (Structure).

No. figures Amount

1 Providing and laying filter media 600 mm thick as directed at the 153.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

2 Providing and filling sand behind abutments and between side walls 159.00 Cum 504.42

of box returns in layers as directed.

3 Excavation for foundation in sand, gravel, clay soft soils and murrum 204.00 Cum 511.11

etc. including shoring and strutting and dewatering as necessary

and disposing of the excavated stuff as directed. (A) Depth up to

4 Excavation for foundation in hard murrum and boulders and very 481.00 Cum 611.32

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

5 Excavation in large boulders and soft rock by welding including 505.00 Cum 716.55

shoring and strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

6 Diversion of water course, providing cofferdam and bund or island 6.00 No. 3030.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary. (B) Diversion by cofferdam / island.

7 Providing and fixing dowel bars of minimum 32mm dia. for 346.00 Rmt. 450.07

anchoring drilling holes in foundation strata including necessary

bending, hooking of dowel bars and grouting the holes complete as

per detailed drawing and as directed.

8 Providing and filling in foundation with ordinary cement concrete M- 63.00 Cum 3697.13

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

9 Providing and casting in situ controlled cement concrete M-20 mix 636.00 Cum 4552.99

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

10 Providing and filling trenches including Labour charges - excavator 164.00 Cum 3639.18

in rocky strata with ordinary cement concrete M-150.

11 Providing and casting in situ controlled cement concrete M-20 mix 408.00 Cum 5160.23

and providing necessary pin headers including centering, shuttering,

scaffolding, laying, vibrating, curing and complete with V-Grooves.

(A) Height from 0.0 to 5.0 mt.

12 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 39.26 M.T. 83557.76

reinforcement including providing fusion epoxy coating not less than

175 micron thickness and upto 300 micron to reinforcement bars as

per IS-13620-1993/ASTM-775 M including testing of coating at plant

and all taxes and transporting to the site from factory, cutting,

bending and tying complete as per detailed drawing and

specification for various structural components.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing and casting in situ controlled cement concrete M-250 for 43.00 Cum 5345.73

R.C.C. work in pier cap, abutment cap and dirt wall including

controlled cement concrete M-300 bed block or pedestals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

14 Providing and fixing in position tar paper bearings as per detailed 1.00 Lump 2525.00

design and drawings and specifications etc.complete

15 Providing & laying weep hole in abutments and returns by using 131.00 No. 86.70

P.V.C. pipe of 100mm dia. including laying in proper grade and

jointing the completed as per detailed specification.

16 Providing and casting in situ controlled cement concrete M-300 for 357.00 Cum 5555.30

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

17 Providing premoulded asphalt filler joint as per drawing (A) 12mm 42.00 Sq.m. 703.53

18 Providing and casting in situ controlled cement concrete M-400 for 42.00 Cum 5444.89

average 100mm thick wearing coat laid as directed including

temping, vibrating, finishing, curing and filling in joints with bitumen

19 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 30.00 No. 341.29

cap or abutments caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

20 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 30.00 No. 399.70

cap for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

21 Reinforced Cement Concrete Crash Barrier (Provision of an 114.00 Rmt. 8289.07

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-

40 grade concrete with TMT reinforcement Fe-550D conforming to

IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints

filled with pre-moulded asphalt filler board, keyed to the structure on

which it is built and installed as per design given in the enclosure to

MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June

as per dimensions in the approved drawing and at locations with

necessary priming coat and 3 coat of painting complete with white &

black patta as directed by the Engineer, all as specified.

22 Providing P.V.C. 100mm diameter water spouts including necessary 40.00 No. 159.37

iron gratings as per drawings.

23 Providing and casting in situ controlled cement concrete M-300 for 23.00 No. 5461.65

approach slab including form work, curing and finishing complete.

24 Earth work for embankment including breaking clods, dressing with 303.00 Cum 180.87

all lead and lift (including watering and consolidation) (C) from

borrow area within all lead and lift (with minimum 6% CBR)

25 Construction of compacted Granular sub base (Grade-I, Crushed 59.00 Cum 905.97

B.T. materials 53mm to 26.5mm size @ 35%, 26.5mm to 4.75mm

45% and below 2.36mm @ 20%) by providing close graded

material, mixing in a mechanical mix plant at OMC, carriage of mix

material to work site, spreading in uniform layers with motor grader

on prepared surface and compacting with vibratory power roller to

achieve desired density, complete clause as per

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 57.00 Cum 1297.85

size including 0.27 Cu.M. stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight. 100 mm thick compacted.

27 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 38.00 Cum 1056.46

size including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight. 75mm thick compacted.

28 Providing and laying compacted of specified murrum in side 10.00 Cum 392.89

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc. complete.

29 Providing and laying bituminous grout base course 37.5mm 29.00 M.T. 2361.38

compacted thick using B.T. stone aggregates as per required

gradation with the asphalt VG-30 grade for tack coat 2.5 Kg/10 Smt

on B.T. surface and 4.0 Kg/10 Smt on W.B.M. surface and asphalt

VG-30 grade for mixing @ 1.99% i.e. 19.90 kg./ MT by weight of mix

including heating and mixing in drum mix plant transporting the mix,

spreading the same by pavers finisher and consolidation as per

MORTH specification including cost of all materials fuels, labors,

tools and plant etc. using contractors own drum mix plant etc.

completed as directed.

30 Providing and laying 37.50 mm thick compacted B.M. using stone 31.00 M.T. 2988.59

chips 0.66 Cum/1 M. ton mix as per gradation with Asphalt VG-30

for tack coat @ 2.50 kg./10 Smt. on B.T. surface and asphalt grade

VG-30 for mixing @ 34 kg/M.Ton (i.e. 3.40% of mix) including

heating the and aggregate by continuous batching drum mix plant,

transporting and mixed material and spreading the same by paver

finisher and consolidation by vibratory roller of 80 KN to 100 Kn

static weight including the cost of labour oil, lubricants etc. using

contractors own machineries and plant.

31 Providing and laying bituminous seal coat with stone chips 6 to 10 11.00 M.T. 3265.33

mm size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T mix

using asphalt VG-30 @ of 4.50% of mix including heating the

asphalt and aggregate by continuous batching drum mix plant and

paver finisher and consolidating by vibratory roller including

providing equipment, tools, plant, firewood, oil, kerosene, labour

charges etc. using the contractors own machinery and plant.

32 Providing and fixing Guard stone as per I.R.C. type design including 25.00 No. 103.56

white washing etc. complete (i) Fixing in earth.

33 Regulatory / Mandatory signs : Providing and fixing sign boards 2.00 No. 3439.81

made out of 2mm aluminium sheet size 60cms. diameter circle as

per the design of IRC-67-1977 pre treated with phospheting process

& acid eteching, 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. Specifications; 3.1m long stand post and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm,

x 75 x 6mm as required; painted with best quality epoxy coatings in

black and white bends. the details of symbol for each board shall be

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

be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg including

excavation curing etc. complete under the supervision of engineer in

charge. (A) Engineer Grade (VR)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Hazard Marker Sign :- Providing and fixing sign board made out of 4.00 No. 2423.74

2mm aluminium sheet size 90 x 30 cms. rectangle as per the design

/ drawing attached (IRC) pretreated with phospheting & 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, 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings. The fixing at site shall be in

1:2:4 C.C. block of size 45 x 45 x 60cms for each leg including

excavation curing etc. complete under the supervision of Engineer in

charge. (A) Engineer grade (VR).

35 STOP SIGN :- Providing and fixing sign boards made out of 2mm 2.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated with 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

M.O.S.T. specifications; 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60cms. for each leg including excavation

curing etc. complete under the supervision of Engineer in charge.

(A) Engineer grade (VR).

36 Road marking with hot applied thermoplastic paints with 15.00 Sq.m. 367.72

reflectorising glass beads on bitumen 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 beads 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 colour marking should provide luminance

coefficient on cement road shall 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.

37 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 6.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and 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 accordance to ASTM D 4280 Type - H and complying to

Specifications of Category A of MORTH Circular No. RW/NH/33023/

10-97 DO III Dt 11.06.1997. The height, width and length shall not

exceed 20 mm, 130 mm and 130 mm and with minimum reflective

area of 13 Sqcm on each side and the slope to the base shall be

+/- 5 degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height

not less than 30+/- 2 mm) from the body is to be a minimum value

of 500 Kgs. Fixing will be by drilling holes on the road for the shanks

to go inside, without nails and using epoxy resin based adhesive as

per manufacturer's recommendation and the color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

38 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 10.00 Rmt. 2996.67

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel

parts and fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 810) with necessary excavation of

post, providing levelling course M-10 (Size 0.65 x 0.65 x 0.10m) &

foundation concrete in M-200 (size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x

0.70) as per requirement and instruction from Engineer in charge.

39 Dismentaling the existing structure including removing and stacking 101.00 Cum 930.35

the dismentelled materials as and where directed. (A) R.C.C. work.

40 Dismentaling the existing structure including removing and stacking 317.00 Cum 409.22

the dismentelled materials as and where directed. ((B) Rubble

41 Excavation for foundation up to 1.50 mt. depth including sorting out 18.00 Cum 253.88

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

42 Providing and filling in foundation with ordinary cement concrete M- 3.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

43 Providing and casting in situ ordinary cement concrete M-150 mix 29.00 Cum 3327.08

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without V-

grooves. (A) Height from 0.0 M. to 5.0 M.

44 Filling available excavated earth (excluding rock) in trenches, plinth, 18.00 Cum 136.92

sides of foundation etc. in layer not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering etc.

45 Providing & laying weep hole in abutments and returns by using 22.00 No. 186.08

P.V.C. 10 Kg/Sqcm pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

46 Providing the diversion by proper means i.e. in proper grade, 150.00 Rmt. 807.85

camber and approach etc. for easy passing of traffic including

providing necessary sign board, making etc. and maintaining the

same during the period of work up to completion of work.

TOTAL Rs.

i.e. Rs. One Crore Fourty Eight lacs Fifty One thousand Three hundred Sixty Four and Twenty Seven paisa

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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.

5. Credit for dismantalled materials of amount of Rs. 1,89,104.25 must be recovered from 1st R.A. bill of

Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me

and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Abdasa Bhuj-Kachchh Bhuj-Kachchh