CONSTRUCTION OF SLAB-DRAIN AT CH.3/0 TO 3/2 KM OF RAJPARI TO TARGOL APPROACH ROAD FOR TARGOL M.L. TANK OF SUKHI RESERVOIR PROJECT.

NAME OF WORK :- CONSTRUCTION OF SLAB-DRAIN AT CH. 3/0 TO 3/2 KM OF RAJPARI TO TARGOL APPROACH

ROAD FOR TARGOL M.L. TANK OF SUKHI RESERVOIR PROJECT.

Bill of Quantity

Item Description of Item (with brief specification and reference to

Quantities Unit Rate in Figure Amount

No. book of specifications)

1 Diversion of watercourse / providing cofferdam and bund or island as

may be necessary for foundation and maintaining the same for the 3.00 Each 238319.60

period as may be necessary.

2 Marking out center line of the bridge and various other component

structure and complete lineing out and leveling with total station,

theodolite ,levels ,including constructing necessary pillars for lines 1.00 No. 45000.00

level and establishing necessary bench mark etc. Complete as directed.

3 Providing flood gauge marks on substructure as per design including

painting complete.

4 Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth 199.00 Cu.m. 137.47

consolidating each disposited layer by ramming and watering.

5 Excavation for foundation in sand, gravel, clay soft soils and murrum

etc. including shoring, strutting dewatering as necessary and disposing

of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto

100m for 10 Cum

6 Empty boring through all Sorts of strata including Rock for providing

1.00 MT dia. R.C.C. bored piles to required depth including providing

necessary casing pipe with all plants and equipment's as required

7 Providing steel Liner for curbs and steining for wells including

fabricating and setting out as per detailed drawing as directed.

8 Providing and laying controlled cement concrete of M 30 for R.C.C.

bored piles of 1.00 mt dia. including ramming, vibrating and finishing 261.00 Cu.m. 4811.05

excluding T.M.T Reinforcement complete.

9 Providing and fixing in position Fe 500D TMT for R.C.C. bored piles

as per detailed drawing, including cutting, bending hooking tying and

welding complete and including forming the cage and lowering it in

position. (up to 10 ton)

10 Load testing of foundation piles including loading with necessary

kentledge or any other suitable method as directed.Initial Load Test

11 Load testing of foundation piles including loading with necessary

kentledge or any other suitable method as directed.Routine load test

12 Conducting Pile low strain integrity test as per ASTM D 5882-

code of American Society for Testing on cast -in situ RCC pile of

1200 mm diameter inclusive of analysis with all contractor's

equipment, manpower, site preparation, lead and lifts etc. complete as 20.00 Nos. 1200.00

per standard procedure, and as directed by the Engineer in charge.

Note:- Rate is inclusive All equipment, All labour and consumable

required & Mobilization of equipment

13 Providing & filling in foundation as base course with ordinary cement

concrete of M 15 mix and providing necessary vertical pin headers 30.00 Cu.m. 3711.75

including formwork vibrating ramming & curing complete.

14 Providing and casting in situ controlled cement concrete M-30 for

R.C.C. pile cap including necessary formwork, vibrating, curing and 339.00 Cu.m. 5010.61

finishing complete.

15 Providing and placing in position FE 500D bar reinforcement for

following items including cutting bending hooking and tying complete

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

16 Providing and casting in situ controlled cement concrete M-30 for

R.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing 208.00 Cu.m. 5347.95

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3)

17 Providing and Fixing in position Tar paper as bearing as per detailed

Bill of Quantity

Item Description of Item (with brief specification and reference to

Quantities Unit Rate in Figure Amount

No. book of specifications)

18 Providing and casting in situ controlled cement concrete M-30 for

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

controlled cement concrete M-40 bed blocks or pedstals of required

size below bearings as per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying vibating, curing and finishing

19 Providing and casting in situ controlled cement concrete M-30 for

R.C.C. solid slab including centering, scaffolding, curing and 233.00 Cu.m. 5564.09

finishing complete.

20 Providing and placing in position FE 500D TMT bar reinforcement

including cutting, bending, hooking, and tying complete as per 23.30 M.T. 73243.02

detailed drawing.(A) Solid Slab.

21 Providing and fixing in position FE 500D TMT bar reinforement

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch

slab.(D) Wearing Coat.

22 Providing and casting in situ controlled cement concrete of M 30 for

average 75 mm thick wearing coat laid as directed including tamping

vibrating finishing curing and filling in joints with bitumen complete.

23 Providing parapet of controlled cement concrete M-300 as per detailed

detailed drawings with necessary reainforcement including, shuttering,

laying vibrating and finishing to line and level complete. (ii) Cast in

24 Providing G.I. 100mm diameter water spouts including necessary iron

gratings as per drawings.

25 Providing and fixing marble slab including engraving and painting

complete.(A) size 75 cm x 60 cm x 40 cm

26 Providing and casting in situ controlled cement concrete of M 30 for

approach slab including form work curing and finishing complete. 29.00 Cu.m. 5279.27

27 Providing and laying of a strip seal expansion joint catering to

maximum horizontal movement upto 70 mm, complete as per

approved drawings and standard specifications to be installed by the 30.00 Rmt. 1733.16

manufacturer/supplier or their authorised representative ensuring

compliance to the manufacturer's instructions for installation.

28 Providing & laying weep hole in Abutments, and returns by using

A.C. pipe of 100mm including laying in proper grade and jointing the 252.00 Each 88.76

completed as per detailed specification.

29 Providing and laying - Fitter Media 600mm thick directed at the back

of abutments, returns and wing walls as per detailed specifications. 360.00 Sqm 1268.86

30 Supplying & laying of bi-axial extruded high modulus polypropylene

geogrid coforming to MORT&H specification for base/sub-base

reinforcement having minimum tensile strength 40kN/m in the

longitudinal and transverse direction, with 14kN/m and 28kN/m 2346.80 Sqm 365.62

tensile strength at 2% and 5% strain respectively in the longitudinal

and transverse direction, junction efficiency not less than 95% and

with 38mm X 38mm mesh opening.

31 Dismentaling the existing structure including removing and stacking

the dismentelled materials as and where directed. A) R.C.C. work 129.20 Cu.m. 952.51

32 Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling 3375.00 Cu.m. 237.35

the depression which occur during the process using Vibratory roller

8T to 10T.(D) From Borrow area within 5.0 KM. lead

33 Providing and laying wet mix base course macadam 200 mm in single

layer using machine crushed chips as per required gradation mixing

with required optimum quantity of water conveying the mix to site 225.00 Cu.m. 1109.99

and spreading to grade and camber with mechanical paver

consolidation by vibratory roller including material, labour, plant and

machinery and equipment etc. complete.

Bill of Quantity

Item Description of Item (with brief specification and reference to

Quantities Unit Rate in Figure Amount

No. book of specifications)

34 Supplying and fixing reinforced concrete heavy duty non-pressure

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slopes of I.S. 458 / 1971 112.50 Rmt 4710.56

Class NP4 of following internal diameter. (vi) 900 mm dia.

35 Clearing and grubbing road land including uprooting rank vegetation

grass , bushes , shrubs , saplings and trees of girth upto 300 mm

removal of stumps of trees cut earlier and disposal of unserviceable 0.10 Hectare 28455.09

materials (I) By Mechanical means in area of light jungle.

36 Providing and filling sand behind abutments and between returns in

layers as directed

37 Construction of 200 mm thick compacted coarsed granular subbase

(Grade-I crushed B.T materials of 53 mm to 26.5 mm @ 35 %,26.5

mm to 4.75 mm @ 45% ,Below 2.36 mm @ 20 %) by providing close

graded material , mixing in a mechanical mix plant at OMC,carriage 281.00 Cu.m. 960.51

of a mix material to work site, spreading uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve desire density , complete clause as per

38 Providing and laying wet mix base course macadam 250 mm in

double layer using machine crushed chips as per required gradation

mixing with required optimum quantity of water conveying the mix to 258.00 Cu.m. 1109.99

site and spreading to grade and camber with mechanical paver

consolidation by vibratory roller including material, labour, plant and

machinery and equipment etc. complete.

39 Providing and laying 60 mm DBM in single layer using crushed stone

aggregate BT chips as per required gradation and using emulsion

asphalt as a tack coat @ 2.5 kg / 10 sqmt and the VG-30 grade asphalt

at 45 kg/MT)by total weight of mix hot laid process using hot mix

plant including heating and mixing asphalt & materials by drum mix

process transporting the mix and laying by paver finisher including

consolidation with vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant and machinery

using contractor's own plant and machineries etc. complete

40 Providing and applying priming coat with emulsion SS1 grade at the

rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the 984.00 Sq.m. 60.40

surface heating and applying etc. complete.

41 Providing and laying 25 mm Bitumen concrete using crushed stone

aggregate BT chips as per required gradation and the VG 30 grade

asphalt at 54 kg/MT)by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt & materials by hot

mix process transporting the mix and laying by paver finisher 25.00 M.T. 3365.32

including consolidation with vibratory roller including cost of

material, labour, machinery equipment and fuel , oil , lubricant for

plant and machinery using contractor's own plant and machineries etc.

42 Road marking with hot applied thermo plastic paints with

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick includlng

reflectorsing glass beads@ 250 gms 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 sreaks and holes.

zebra patta/bump patta lane/center line/edge line/cut patta. The white 54.00 Sq.m. 367.72

color marking should provide liminance coefficent on cement road

shall be min 130mcd/m2/lux and Asphalt road shall be min

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 resistnce as mentioned in the section 15 of IRC35-

2015. warrenty for retro reflectivity shall be two years

Bill of Quantity

Item Description of Item (with brief specification and reference to

Quantities Unit Rate in Figure Amount

No. book of specifications)

43 Informatory Signs :-Providing and fixing sing boards made out of

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of

IRC-67-1977 pre treated with phospheting process & acid teching;

coated with one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35x 3mm75x75x6mm 2.00 Each 3856.90

as required; painted with best qualityepoxy coatings in black and

whitebends. the details of symbol for eachboard shall details of

symbol for eachboard shall be as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec. complete under

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

44 Cautionary Warning Sign:-Providing and fixing cuationary boards

made out of 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

refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long

stand postand frame fabricated from suitable sizeiron angle of 1.00 Each 3808.66

35x35x3mm, 75 x 75 x 6mm as required; painted with bestquality

epoxy coatings in black andwhite bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

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

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

45 Regulatory/Mandatorysigns :Providing and fixing sing boards made

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

design of IRC-67-1977 pretreated with phospheting process & acid

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

quality epoxy paint; reflectorised withretro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35x35x3mm 75x75x6mm 2.00 Nos. 3439.81

as required;painted withbest 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)...

46 Chevron sign :-Providing and fixing sign boards made out of 1.5mm

aluminium sheet /3mm ACP (Aluminum composite Panel); size

60x50cm rectangular 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

High Intensity Prismatic Grade retro refiectivesheeting of Type.-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long

stand post of Iron Angle 75 x 75 x 6mm I 6SNB Circular MS Pipe as

required and frame fabricated from suitable size iron angle

of35x35x3mm; painted with best quality epoxy coatings in black and 2.00 Nos. 3711.75

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 blockof 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 certifted 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.

Bill of Quantity

Item Description of Item (with brief specification and reference to

Quantities Unit Rate in Figure Amount

No. book of specifications)

47 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4

including necessary reinforcement as per I.R.C. type design in C.C.

1:4:8 including letter and paints etc. complete (For N.H., S.H. and

48 Providing & filling in foundation as base course with ordinary cement

concrete M 10 mix and providing necessary vertical pin headers 74.00 Cu.m. 3341.41

including formwork vibrating ramming & curing complete.

49 Provision of an Reinforced cement concrete crash barrier at the edges

of the road, approaches to bridge structures and medians, constructed

with M-20 grade concrete with HYSD reinforcement conforming to

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

filled with pre- oulded asphalt filler board, keyed to the structure on 242.00 Rmt. 1380.67

which it is built and installed as per design given in he 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 directed

by the Engineer, all as specified

50 Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick of

M25 grade concret as per approved design and including excavation 48.00 Rmt. 413.84

for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3 fine sand) etc complete.

Total Of Schedule B:

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 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.

Note 2-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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

Sign of contractor Executive Engineer

Irrigation Project Division No.2