Construction of Minor bridge on Sarsav Post Pujara Faliya Road (V.R.) at. Ch. 1/200 to 1/400 Ta. Godhra Dist. Panchmahal

No. Figure Amount

1 Providing flood gauge marks on sub structure as per design including 6.00 Rmt. 155.26

painting as per specifications and as may be directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 42.00 Each 219.52

3 Providing and laying filter media 600mm as directed at the back of 753.00 Smt 1180.34

abutments, returns and wing walls as per detailed specifications etc.

4 Providing and filling sand behind abutment & between returns in layers as 749.00 Cum 445.41

5 Excavation for foundation hard murrum and boulders and very stiff or 2861.00 Cum 582.21

sticky clays and other similar strata including sorting and strutting and

dewatering as necessary and disposing of excavated stuff as directed.

6 Providing and filling in foundation with ordinary cement concrete M-15 mix 127.00 Cum 3582.18

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

7 Diversion of water course, providing cofferdam and bund or island as may 4.00 No. 50500.00

be necessary for foundation and maintaining the same for the for the

period as may be necessary. (B) Diversion by channel (V) Pier Nos.

8 Empty boring through all.sorts of strata for providing 1.20 m. dia. R.C.C. 840.00 Rmt. 5292.43

bored piles to required depth including providing necessary casting pipe

with all plants and equipments as required etc. complete as per

specifications.

9 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 951.00 Cum 4810.09

bored piles of 1.20 M dia. Including ramming, vibrating and finishing

excluding reinforcement complete.

10 Providing and fixing in position steel bar reinforcement of steel bar 172.00 M.T. 73012.07

reinforcement of steel grade I.S.I. mark Fe-550D T.M.T. for R.C.C. bored

piles as per detailed drawing including cutting, hooking, tying, welding and

including forming the cage and lowering it in position complete.

11 Load testing of foundation piles including loading with necessary kentledge 2.00 No. 35767.11

or any other suitable method as directed.

12 Performing Integrity Test (low strain) on vertical pile. The item shall include 40.00 No. 1212.00

chipping of weak concrete at the top of pile, leveling, bending of reinforcing

bars, preparation of pile head including testing with pile driving analyser or

approved equivalent. To be carried out at least 15 days after concreting of

piles. A specialist approved Agency shall be employed by the Contractor

for the test. The test shall be carried out as per relevant ASTM code.The

item is including complete testing with approved apparatus, analysis of

results and conclusions including submission of test reports in three hard

copies with soft copy in CD.

13 Providing and casting in situ controlled concrete M-35 for R.C.C. piles cap 546.00 Cum 5010.24

including necessary form work vibrating, curing and finishing complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

14 Providing and fixing in position steel bar reinforcement of steel bar 70.00 M.T. 73217.53

reinforcement of steel grade I.S.I. mark Fe-550D for R.C.C. PILE cap

including cutting, hooking, tying, welding etc. complete as per detailed

drawing and specification.

15 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 185.00 Cum 4730.91

Raft and cutt-off walls including necessary shuttering, laying, vibrating,

ramming and curing complete.

16 Providing Steel liner 6 mm thick for pile including fabricating and setting 19.00 M.T. 47323.73

out as per detailed drawing.

17 Providing and laying weep holes in abutment and returns by using P.V.C. / 741.00 No. 45.81

A.C. pipes of 100 mm. including laying in proper grade and jointing etc.

completed as per detailed specifications.

18 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 324.020 Cum 5302.65

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (A) Height from 0.0 to 5.0 M.

19 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 21.330 Cum 5612.72

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (B) Height from 5.0 to 10.0 M.

20 Providing and casting in situ controlled cement concrete M-35 mix for 117.00 Cum 5381.41

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

cement concrete M-40 bed block or pedestas and Seismic Arrester of

required drawings, centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing complete.

21 Providing and fixing in position reinforcement of steel grade I.S.I. mark Fe- 72.24 M.T. 73217.53

550D (T.M.T.) including cutting, bending, hooking, tying, welding etc,

complete as per detailed drawing and specification (A) Abutment cap and

dirt wall (B) Pier cap & R.C.C. pier, R.C.C Abutment & R.C.C Return.

22 Providing and fixing in position Fe-550D steel dowel bars in pier caps or 25.00 Each 453.73

abutments caps for anchorage in fixed end as per detailed drawing

including cutting, bending and welding complete.

23 Providing and fixing in position Fe-550D steel dowel bars in pier caps for 25.00 Each 529.02

anchorage in free end as per detailed drawing including cutting, bending

and welding complete.

24 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 484.00 Cum 5451.70

solid slab including centering, scaffolding, curing and finishing complete

25 Providing and placing in position I.S.I.mark (T.M.T.) Fe-550D steel bar 32.00 M.T. 72601.86

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawing for (A) Solid Slab.

26 Providing and casting in situ controlled cement concrete M-40 for average 50.50 Cum 5491.47

100mm thick wearing coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen etc. complete.

27 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced 348.00 Rmt. 1532.20

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 conforming to IRC:21 and dowel bars 25 mm dia,

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 1994 as per dimensions in the approved drawing and at locations

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

Black Patta as directed by the Engineer, all as specified)

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

28 Providing P.V.C. 100mm dia. water spouts including necessary iron grating 40.00 No. 159.37

as per detailed drawing including placing etc. complete.

29 Providing and fixing marble slab including engraving letters, numbers and 2.00 No. 1012.65

painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.

30 Providing and casting in situ controlled cement concrete M-30 for approach 21.00 Cum 5191.05

slab including form work, curing and finishing etc. complete.

31 Providing and fixing in position steel bar reinforcement of steel grade I.S.I. 8.00 M.T. 72601.86

mark Fe-550D (T.M.T. ) including cutting, bending, hooking, tying, welding

etc. complete as per detailed drawing and specification (A) R.C.C.

Approach slab (B) Wearing coat.

32 Providing pre-moulded asphalt filler joints as per drawings. (A) 12mm 78.00 Sq.m. 702.12

33 Providing, designing supplying and Installation of extruded Bi-Axial 3448.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

35 Finishing wall with weather proof exterior emulsion paint on wall surface 246.00 Sq.m. 114.53

(two coats) to give an required shape even shade after thoroughly

brushing the surface to remove all dirt, dust and remains of loose

powdered materials etc. complete.

34 Providing & fixing in position tar paper bearings as per detailed design and 3.00 Job 15150.00

drawings and specifications etc. complete.

36 Providing fusion bonded epoxy coating not less than 175 micron thickness 156.04 M.T. 10162.62

and up to 300 micron to reinforcement bars as per IS-13620-1993/ATM-

775M including testing of coating at plant and all taxes (A) 10mm to 16mm

37 Providing fusion bonded epoxy coating not less than 175 micron thickness 214.95 M.T. 7296.24

and up to 300 micron to reinforcement bars as per IS-13620-1993/ATM-

775M including testing of coating at plant and all taxes (B) 20mm to 32mm

38 Clearing and grubbing of road land including up rooting rank vegetation 0.22 Hect. 28393.04

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C) by

mechanical means in area of light jungle.

39 Earthwork in cutting in all sorts of soil and soft murrum including conveying 16.00 Cum 127.74

and putting the stuff in spoil bank maintaining minimum distance of five

meter between top edge and cutting and toe of spoil bank.

40 Providing, laying and spreading 150 mm thick Granular sub base (Grade-I) 427.00 Cum 1102.92

by providing close graded M.C.B.T. material in single layer with motor

grader on prepared surface, mixing by mix in place method with rotovator

at OMC and compacted with vibratory roller 80 to 110 KN static weight to

achieve desire density etc. completed.

41 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 79.00 Cum 1427.13

mm to 45 mm in required layers including using 16% stone screening

mm size and 8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH specification compelete

as directed by Engineer-in-charge.

42 Providing and laying compacted WBM of Grading-II MCBT metal of size 155.00 Cum 1529.14

53 to 22.4 mm in required layers including using 24% stone screening

mm size and 8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH specification complete

as directed by Engineer-in-charge.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

43 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 150.00 Rmt. 4685.19

pipes with collars including setting and joining the pipes in C.M. 1:2

watering and laying (to level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (iv) 900 mm dia.

44 Providing and laying evenly priming coat with emulsion bitumen SS1 1587.00 Sq.m. 100.70

(IS:8887) at rate of 7.5 Kg / 10 Sq.m. etc. complete as directed with all

labour and material.

45 Providing and laying tack coat with bitumen emulsion (RS-1) at the rate of 2048.00 Sq.m. 20.30

2.50 Kg / 10 Sq.M. on the prepare bituminous surface etc complete as

directed with all labour and materials

46 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade 78.00 M.T. 2911.83

of VG-30 at the rate of 1.99% by weight of mix for mixing using B.T. chips

of required gradation including cleaning and heating asphalt premix

materials by hot mix process in proper gradation and laying with paver

finisher and consolidation by roller of 8 to 10 tonnes including cost of all

materials, asphalt, aggregates, labour charges, royalty charges etc.

complete as directed including flushing key aggregate @ 0.13 Cum/10

47 Providing, laying and rolling 25 mm thick open graded premixed 85.00 M.T. 3775.38

bituminous carpet with B.T. aggregate as specified and using bitumen for

mixing with aggregate at the rate of 3.36% i.e. 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and spreading the same

with paver finisher and consolidation with power roller including necessary

firewood, oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tools etc. completed in accordance with the

requirement of specification.

48 Providing and laying seal coat with B.T aggregate as specified using 45.00 M.T. 4602.57

aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 for

mixing with aggregate at the rate of 4.5% i.e 45.00 Kg/M.T of total mix

including heating and mixing in drum mix plant and spreading the same by

paver finisher and consolidation with power roller including necessary fire

wood oil, lubricants, labour charges using contractor's own drum mix plant,

machineries and equipment, tools including flushing & screened stone dust

etc .complete in accordance with the requirement of specification.

49 Earth work for embankment including breaking clods, dressing with all lead 4015.00 Cum 158.61

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 8 T to 10 T. (C) from

borrow area within all lead and lift.

50 Providing and laying compacted of specified quarry spaull in side shoulder 109.00 Cum 835.27

including carriage of material and spreading on prepared base including

compacting as per MOST specification etc. complete.

51 Regulatory/Mandatory signs : Providing and fixing sign boards made out of 8.00 No. 3439.81

2mm aluminium sheet size 60cms. diameter circle as per the design of

IRC-67-1977 pre treated 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).

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

52 Cautionary Warning Sign :- Providing and fixing sign boards made out of 10.00 No. 3722.36

2mm aluminium sheet size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. Pre treated 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

cms. for each leg including excavation, curing etc. complete under the

supervision of engineer in charge. (A) Engineer Grade (VR)

53 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm 4.00 No. 2423.74

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).

54 Diversion sign board :- Providing & fixing sign boards made out of 2mm 2.00 No. 6798.92

aluminium sheet size 180 x 60 cms. rectangle as per the attached drawing

pre treated 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; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and

frame fabricated from iron angle of 35 x 35 x 3mm, 50 x 50 x 5mm painted

with best quality epoxy coatings in black and white bends. 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).

55 Chevron sign :- Providing and fixing sign boards made out of 1.5mm 6.00 No. 3711.75

aluminium sheet / 3mm ACP (Aluminum composite panel) size 60 x 50 cm

as per design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with Micro Prismatic grade retro reflective

sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of

50 x 50 x 5mm, painted with best quality epoxy coatings in black and white

bends. the details of symbol 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 x 45 x 60 cms. for each leg including excavation,

curing etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report from

third party test lab for the

product offered shall be submitted by contractor.

(A) Class-B Type-4 Retro reflective sheeting.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

56 Around the Island/road direction sign board (Big) :- Providing & fixing sign 2.00 No. 6798.92

boards made out of 2mm aluminium sheet, size 180 x 60 cms rectangle as

per the attached drawing pre treated 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. 3.1m long (2 nos) stand post and frame fabricated from iron

angle of 50 x 50 x 5mm, painted with best quality epoxy coating the fixing

at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR).

57 Men at work (Heavy) sign :- Providing and fixing sign boards made out of 2.00 No. 6141.20

2mm aluminium sheet size 120 x 90cms. rectangle as per the attached

drawing pre treated 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, Letters and numerals should be as per IRC-30-1968, 3.1m

long (2 nos) stand post and frame fabricated from suitable size iron angle

of 50 x 50 x 5mm painted with best quality epoxy coatings in black and

white bends. The details of symbol 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 x 45 x 60cms. for each leg including

excavation curing etc. complete under the supervision of engineer in

charge. (A) Engineer Grade (VR).

58 Danger Plate Sign :- Providing & fixing sign board made out of 2mm 2.00 No. 456.55

aluminium sheet size 30cms diameter circle, pretreated with phospheting

process and acid etching, painted 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 (as per attached drawing) (A)

Engineer Grade (VR).

59 Dismentaling the existing structure including removing and stacking the 237.00 Cum 886.05

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

60 Road marking with hot applied thermoplastic paints with reflectorising 75.00 Sq.m. 367.72

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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

61 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement Markers 42.00 No. 217.40

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

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 the IRC 35-2015 and as directed by Engineer-in-

62 Flexible Median Marker : Providing and fixing of Flexible Median Marker 55.00 No. 271.69

that are made of tough, high impact resistant, injection-moulded,

thermoplastic body with property of flexibility to provide high durability. The

dimension of Flexible Median Marker should not exceed 18.4 cm in height

(including shank height),12.5 cm in width, 0.65 cm in thickness and shank

depth shall be 3.4 cm. The body structure shall be rounded at all its

corners and edges. The plastic used for molding the Flexible Median

Marker should survive impact load of 5kg continuously for 750 times at

room temperature. The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process. The Median

Marker shall have flame like shaped body with, fluorescent yellow color

retro-reflective sheeting of size not less than 90 cm square, with fully

reflective micro prismatic cube corners as its retro reflective elements as

per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity

values. The retro-reflective sheeting shall be one or both sides of the

Flexible Median Marker and shall be edge

protected with no exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible Median Marker shall be

fixed by a combination of epoxy adhesive and grouting as recommended

by manufacturer and Engineer in charge.

63 Citizen's information Board :- Providing and fixing of typical information 1.00 No. 22562.39

board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x

mm size fixed at top and bottom duly welded with MS angles of 25 x 25 x

mm thick M.S. plate shall be welded by welded bt two vertical M.S. flats &

four horizontal M.S. flats 5 mm thick to 75 mm x 75 mm of 12 SWG square

tubes posts duly embedded in cement concrete M-15 grade block of

mm x 600 mm x 75 mm, below ground level. Painting New letters & figure

of any shade with ready mixed synthetic enamel paint of superior quality in

required shade and colour, All sections of framed posts and steel tube will

be painted with primer and two coats of epoxy paints as per drawings

clause 1701 and Annexure 17001 (10.16)

64 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana 2.00 No. 4096.56

diamond size (600mm x 600mm) 16 Gauge & board plate size (900mm x

250mm) 16 Gauge thick M.S plate and 2.40 mt. deep length single angle

75 x 75 x 6 mm size including fitting and painting lettering with luminous

color as per drawing etc.

65 Providing and casting in situ controlled cement concrete M-300 for R.C.C. 175.00 Cum 4652.06

Raft and cutt-off walls including necessary shuttering, laying, vibrating,

ramming and curing complete.

66 Providing and casting in situ controlled cement concrete M-300 for R.C.C. 137.00 Cum 5223.72

return as per drawings including centering, shuttering, scaffolding where

necessary, laying, vibrating, curing and finishing complete. (A) Height from

0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

67 Providing and casting in situ controlled cement concrete M-300 for R.C.C. 20.00 Cum 5533.79

return as per drawings including centering, shuttering, scaffolding where

necessary, laying, vibrating, curing and finishing complete. (B) Height from

5.0 to 10.0 M. (1) Piers (2) Abutment (3) RCC return.

68 Providing and placing in position I.S.I. mark Fe 550D bar reinforcement for 15.75 M.T. 73217.53

following items including cutting, bending, hooking and tying complete as

per detailed drawing. For well :- curb, staining, cap and RCC raft.

69 Rolling & watering of earthwork in layers with power roller including filling 450.00 Cum 22.49

in depressions which occur during the process.

70 Providing and filling in foundation with ordinary cement concrete M-100 58.00 Cum 3212.00

mix and providing necessary vertical pin headers including formwork

vibrating ramming & curing complete.

71 Providing and casting in situ ordinary cement concrete M-150 mix and 896.00 Cum 3785.48

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating and finishing concrete without v-grooves (A) 0 to 5.0 mt.

TOTAL Rs.

i.e. Rs. Six Crore, Twenty Eight Lacs, Sixty Seven Thousand, Four hundred Fifty Nine and Twenty Five

paisa only

Deputy Executive

Deputy Executive

Sr. Engineer

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 ____________________

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 70% materials to be reused and dismantalled materials of amount of Rs. 7,29,793.39 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Godhra Godhra Godhra