Construction of High level Minor Bridge on Ladbi River Under SCSP/ MMGSY/ BK/ 2025-26/ Package No.33 in Ta.Palanpur Dist.Banaskantha (1) Bhavisana to Vedancha Road

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 1 : PRELIMINARY WORKS

1 Clearing and grubbing site/road/land [including uprooting all vegetation, grass, bush 1.00 Hectare 28455.09

shrubs, saplings and trees with girth, removal of stumps of trees of girth of all sizes

including removing stumps of trees cut earlier and disposal of unserviceable

materials and stacking of serviceable materials as directed by Engineer with all leads

and lifts etc. complete as per specification. before commencement and after

completion of the work.

2 Detailed survey of site using Total station, and Marking out the centre line of bridge 1.00 LS 20402.00

along longitudinal and transverse axis, and taking Various utilities and all other

details of all component , structures, boundary and complete line out and levelling

with precise levels using total station /theodolite including constructing necessary

CC pillars for lines and levels and establishing necessary bench marks including

making AUTOCAD drawings showing all levels, details of utilities, boundary etc

all and providing soft copies in AUTOCAD etc. complete as directed.

3 Carryout soil investigation work including drilling 150 mm dia bore holes in all 120.00 Rmt. 2801.57

sorts of soil, ordinary rock and hard rock, upto maximum depth as mentioned,

collection undisturbed samples and conduction standard penetration tests alternate at

an interval of 1.5 to 2.0 m depth, conducting necessary laboratory tests for all type

of classification and determination of soil parameters like density, shear and

consolidation parameters if required, including submission of report in three copies

covering investigation data and recommendation for SBC & and pile capacity

considering the design criteria, all as per specification.

4 Providing and installation of barricades including supplying, painting with 36.00 Sqm. 211.09

fluorescent paint and fixing CGI sheets 24 SWG of 1.8 m height and M.S. Posts

angle 40 x 40 x6 mm at 2.0 m c/c and dismantling the same after completion of

work as directed by Engineer and as per site requirements.

5 Dismantling of structures and sorting of the dismantled material, disposal of

unserviceable material and stacking serviceable materials as directed by Engineer

with all leads and lifts etc. complete as per specification and as per site

a) Dismantling bricks / Stone masonry, PCC Kerb Median 50.00 Cum. 409.22

b) Dismantling of Concrete Structures 114.00 Cum. 930.35

c) Scarifying existing Approaches flexible pavement. (Scarifying gravelled macadam 1222.00 Sqm. 41.60

or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.)

d) Dismantling steel work including distempering and stacking the materials with all 30.00 Kg 3.85

lead and lift and Steel Material is Property of R&B /Client as directed by Engineer

e) Dismantling barbed wire in fencing including making rolls and also including 50.00 Rmt. 68.14

dismentling fencing posts including all earth work concrete in base and making

good the disturbed ground stacking useful materials as directed and disposing as

directed and disposing of the unserviceable materials with all lead and lift.

6 Providing flood gauge marks on substructure as per design including painting 12.00 Rmt. 161.68

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 2 : FOUNDATION & SUBSTRUCTURE

7 Excavation for foundation in sand, gravel, clay soft soils and murrum (Soft and

Hard ) etc. Including shoring, strutting dewatering including pumping as necessary,

backfilling the trenches with suitable excavated material in layers of 15 to 20 cms

and disposing of the surplus excavated stuff with all leads and lift , preparation of

bed for concreting of foundations etc. complete as directed by Engineer and as per

a) Depth upto 3.0m. 3704.00 Cum. 511.11

b) Depth from 3.0m.to 6.0m. 40.00 Cum. 599.64

c) Depth from 6.0m.to 9.0m. 20.00 Cum. 661.44

8 Excavation in large boulders and soft rock by welding including shoring, strutting 50.00 Cum. 716.55

and dewatering as necessary and disposing of the excavated stuff as directed.

9 Providing and laying in situ M-15 grade bedding concrete in foundation / below pile 403.00 Cum. 3636.93

cap including dewatering, shuttering, mixing in mechanised batch mix plant,

compacting, curing etc. complete true to level and position as directed by Engineer

and as per specification.

10 Empty boring through all sorts of strata for providing 1.20 Mt. diameter R.C.C. 419.00 Rmt 3318.87

bored piles to required depth required depth including providing necessary casing

pipe with all plants and equipments as required complete.

11 Providing and casting in situ controlled cement concrete M-35 for RCC bored pile 474.00 Cum. 4861.13

0.75/1.0/1.2m. dia. using Tremie Pipe including necessary flushing, dewatering,

formwork, mixing in mechanised batch mix plant, transporting, compacting,

vibrating,curing and finishing including all leads & lifts complete as per detailed

specifications. (Excluding Reinforcement)

12 Carrying out load test on any pile as per standard procedure laid down in the

IS:2911 specification including construction of test cap, dismantling the cap after

test and cleaning the site and maintaining complete records of load settlement as

directed by Engineer and as per specification, and submission of records.

a) Initial Pile Load Test on piles for 2.5 times the design load specified in drawings 750.00 MT 187.38

in non working areas in the vicinity of the bridge site, including cost of test pile.

[Load testing of foundation including kentledge or any other suitable method

b) Routine Pile Load Test on working piles for 1.5 times the design load specified in 450.00 MT 187.38

c) Integrity testing of Pile using Low Strain/ Sonic Integrity Test / Sonic Echo Test 29.00 Nos 987.06

method in accordance with IS 14893 on cast-in situ RCC Pile of 1000 mm

diameter including surface preparation of pile top by removing soil, mud, dust &

chipping lean concrete lumps etc. and use of computerised equipment and high skill

trained personal for conducting the test & submission of results, all complete as per

direction of Engineer-in-charge.

Note :- The inclusion of the above item in the schedule of work shall be judiciously

decided by the technical sanctioning authority, keeping in view the quality control,

type of soil strata & importance of the project.

13 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles 35.00 MT 47323.73

including applying protective coating as per drawing and specification and as

directed by Engineer.

14 Providing and laying in-situ RCC M-30 grade Controlled Cement Concrete in 1162.00 Cum. 4982.33

foundations of piers, abutments, return wall, pile caps etc. including centering,

shuttering, mixing in mechanised batch mix plant, compaction, curing and

dewatering if necessary, excluding reinforcement as per specification and as directed

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

15 Providing and laying M-30 grade Controlled cement concrete for cast-in-situ 188.46 Cum. 5316.64

piers, abutments, return wall, staircase, etc. at any height or depth as per

approved design and drawings, with necessary centering, shuttering, mixing in

mechanised batch mix plant, scaffolding, transporting, placing, compacting by

mechanical vibrators, finishing, curing and casting, finishing with decorative panel

as per drawing etc. complete excluding reinforcement as directed by Engineer and as

per specification.

16 Providing and laying M-25 grade Controlled cement concrete for cast-in-situ 921.00 Cum. 5158.07

piers, abutments, return wall, staircase, etc. at any height or depth as per

approved design and drawings, with necessary centering, shuttering, mixing in

mechanised batch mix plant, scaffolding, transporting, placing, compacting by

mechanical vibrators, finishing, curing and casting, finishing with decorative panel

as per drawing etc. complete excluding reinforcement as directed by Engineer and as

per specification.

17 Providing and laying in situ controlled M-30 grade cement concrete for RCC 95.00 Cum 5396.43

caps over piers and abutments , staircase ,including necessary scaffolding

formwork, centering, mixing in mechanised batch mix plant, transporting, placing,

compacting by mechanical vibrators, finishing and curing and casting, finishing

with decorative panel as per drawing etc. complete excluding reinforcement, as

directed by Engineer and as per specification.

18 Providing and laying in situ controlled M-40 grade cement concrete for RCC 1.00 Cum 5555.00

pedestals over piers and abutments ,staircase ,including necessary scaffolding

formwork, centering, mixing in mechanised batch mix plant, transporting, placing,

compacting by mechanical vibrators, finishing and curing and casting, finishing

with decorative panel as per drawing etc. complete excluding reinforcement, as

directed by Engineer and as per specification.

19 Providing and placing in position High Yield Strength Deformed (HYSD) bars 210.00 MT 87339.75

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating

conforming to IS 1786 of all categories for foundation of pier, abutment & retaining

wall including cutting, bending, hooking and tying with 18 gauge mild steel binding

wires, supporting in position to ensure lines and levels during concreting,

maintaining proper cover / spacing etc. complete as per specification and detailed

drawing.specification.

20 Providing and placing in position High Yield Strength Deformed (HYSD) bars 143.00 MT 87541.75

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating

conforming to IS 1786 of all categories for piers, abutments, returns and retaining

wall including cutting, bending, hooking and tying with 18 gauge mild steel binding

wires, supporting in position to ensure lines and levels during concreting,

maintaining proper cover / spacing etc. complete as per specification and detailed

21 Providing and fixing in position Mild steel dowel bars in pier caps or abutment 54.00 Nos. 341.29

caps for anchorage in fixed end as per detailed drawings including cutting, bending

and welding complete.

22 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps 54.00 Nos. 399.70

for anchorage in free end as per detailed drawings including cutting, bending and

welding complete.

23 Providing and laying Tar Paper Bearing below solid slab as directed by Engineer in 30.00 Sqm. 47.08

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

24 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar 289.00 Sqm. 595.90

epoxy paint of reqd. thickness as per specifications to all concrete surfaces in

contact with earth in foundation and substructure including all cost of material,

labour, transportation and preparing the surfaces by cleaning, washing, brushing ete.

complete as directed by Engineer and as per specification.(Paint shall be got

approved from Engineer).

25 Providing and filling sand behind abutments and between returns in layers as 9355.00 Cum. 481.65

26 Supplying & laying of drainage composite for use behind walls, between two 2224.00 Sqm. 831.23

different fills, alongside drains of road, below concrete lining of canals etc.

Geocomposite for planar drainage, realized by thermobonding a draining core in

extruded monofilaments with two filtering nonwoven geotextiles that may also be

working as separation or protecting layers. The draining three dimensional core will

have a “W” configuration as longitudinal parallel channels. Minimum thickness to

be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of

minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of

8.0 kN/m that will be working as separation or protecting layer, geocomposite

having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa

pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm,

supplied in the form of roll for easy transportation to site of work as per detailed

specification all complete as per directions of Engineer in charge.

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 3 : SUPERSTRUCTURE

27 Providing and laying, M-30 grade RCC in-situ Solid Slab type superstructure, deck 319.00 Cum. 5457.03

sheet if required, as per approved drawing and technical specifications, section

1500, 1700 and 2200 of MORTH using 6mm to 20mm machine crushed well

graded stone aggregate, sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as per specifications. the rate is

inclusive of all materials, Mineral admixtures if required, including necessary

mixing in fully automatic batch mix plant, transport, curing, vibrating, ramming,

finishing, placing in position, centering, shuttering, scaffolding, staging, formworks,

establishing casting yard, transporting using trailor, launching or shifting using

crane or any other approved means, making thrust bed, thrust block, gantry, etc all

complete. Deshuttering carefully, making good the damages, fixing embedment,

inserts, pockets, wherever necessary, with all lead and lift with contractor's labour,

tools & plants, machineries, as required with including cost of finishing equivalent

to F3 type exposed concrete and form mark. (Minimum cement content :-

kg/cum), (Excluding steel reinforcement)

(A) For various types of RCC type superstructure in M30 grade

28 Providing and placing in position High Yield Strength Deformed (HYSD) bars 42.00 MT 86926.66

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating

conforming to IS 1786 of all categories for super structure including cutting,

bending, hooking and tying with 18 gauge mild steel binding wires, supporting in

position to ensure lines and levels during concreting, maintaining proper cover /

spacing etc. complete as per specification and detailed drawing.

29 Providing and applying one coat Epoxy Phenolic primer of DFT 50 micron and two 1270.00 Sqm. 574.69

coats of Epoxy Phenolic coating of DFT 100 microns each or any other equivalent

epoxy coating system to all concrete surfaces exposed to atmosphere in

Substructure, superstructure etc. all including cost of material, labour,

transportation, scaffolding and preparing the surfaces by cleaning, washing,

brushing, etc. complete and as directed by Engineer and as per specification. (Paint

shall be got approved from Engineer and tested from approved laboratory).

30 Providing and carrying out load test on bridge deck with simulated loading 150.00 Tonne 169.92

including provision, placing and removal of loading, supplying, fixing and

removing deflection measuring instruments etc. complete with platforms for fixing

the instruments etc. complete as per the details supplied and specification and as

directed by Engineer and including submission of required results in triplicate after

satisfactory completion of the load test.

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 4 : MISCELLANEOUS ITEMS

31 Providing and casting in situ controlled cement concrete M-40 for average 100 mm 51.00 Cum. 5548.94

thick wearing coat laid as directed dincluding tamping, vibrating, finishing, curing

and filling in joints with bitumen complete.

32 Providing and casting RCC Kerbs/ Staircase in M-30 controlled concrete with 2.00 Cum. 4974.25

cast-in-situ or precast members as per detailed drawings including necessary

scaffolding, centering, formwork, mixing in mechanised batch mix plant,

transporting, placing, compacting, finishing, curing, etc. complete including

providing and fixing of inserts if any with all leads and lifts as per drawing &

specification and as directed by Engineer, excluding reinforcement.

33 Providing and casting RCC Crash Barrier /RCC Crashbarier with Friction slab 39.00 Cum. 5132.82

/ Central Verge /Medium in M-40 controlled concrete with cast-in-situ or

precast members as per detailed drawings including necessary scaffolding,

centering, formwork, mixing in mechanised batch mix plant, transporting, placing,

compacting, finishing, curing, etc. complete including providing and fixing of

inserts if any with all leads and lifts as per drawing & specification and as directed

by Engineer, excluding reinforcement.

34 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 489.00 Meter 3468.34

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,

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, 330 mm long complete as per clause 811)

35 Steel work, welded in built up sections framed work including cutting, hoisting, 3.00 Quint. 9108.48

fixing in position and applying a priming coat of read lead paint. (A)In beams and

joists, channels angles Tees, flats, with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins conneted to common rafters and the

36 Providing and laying precast RCC Footpath Slab in controlled cement concrete 90.00 Sqm 1120.09

of M-30 grade (minimum 70 mm thickness) including necessary reinforcement

and providing and setting cement chequered tiles in CM 1:5 as per drawing

including necessary formwork, curing and finishing complete.

37 Providing and casting insitu controlled cement concrete M-30 in RCC Approach 25.00 Cumt 5247.96

Slab using 6 to 20 mm size coarse aggregates, to the required section at any height

or depth including necessary shuttering, scafolding, staging, etc. complete, placing

in position, vibrating, curing, deshuttering, fixing inserts, pockets wherever

necessary with all contractor's materials (except steel reinforcement), labour, tools

and plants, etc. as directed and as per drawings and specifications and special

conditions of contract.

38 Providing and casting insitu controlled cement concrete M-25 in RCC Railing 60.00 Rmt 1262.50

and Parapet using 6 to 20 mm size coarse aggregates, to the required section at any

height or depth including necessary shuttering, staging, etc. complete, placing in

position, vibrating, curing, deshuttering, fixing embedments, inserts, pockets

wherever necessary with all contractor's materials (except steel reinforcement),

labour, tools and plants, etc. as directed and as per drawings and specifications and

special conditions of contract.

39 Providing and placing in position High Yield Strength Deformed (HYSD) bars 19.00 MT 86926.66

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating

conforming to IS 1786 of all categories for super structure including cutting,

bending, hooking and tying with 18 gauge mild steel binding wires, supporting in

position to ensure lines and levels during concreting, maintaining proper cover /

spacing etc. complete as per specification and detailed drawing.

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

40 Providing and applying one Primer Coat and two coats of Synthetic Enamel 490.00 Sqm. 73.83

Paint on Anticrash Barrier and Median Verge surface area exposed to

Atmosphere in superstructure including making of strip of two colours including

cost of material, labour, transportation, scaffolding and preparing the surfaces by

cleaning, washing, brushing, sand / grit blasting etc. complete and as directed by

Engineer and as per specification.

41 Painting two coats (Excluding priming coat) on new steel and other metal surface 1369.00 Sqm. 68.57

with synthetic enamel paint , brushing to give an even shade including cleaning

surface of all dirt, dust and other foreign matter.

42 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. 20.00 No. 536.03

SD/303 including grating with suitable clean out fixtures including all leads and

lifts etc. complete as per specification, design & drawings and as directed by

43 Providing and fixing RCC / Masonary pylons including excavation, PCC (M- 2.00 Nos. 46965.00

150), RCC (M-200) with centering, shuttering and curing, HYSD reinforcement

with epoxy coating, 15mm thick cement plaster(1:3), marble granite tile cladding,

and fixing marble number plate, complete as directed by Engineer-in-charge.

44 Providing & fixing in position 100 mm Dia. A.C. pipes as weep holes in Abutments 2206.00 Nos 86.70

and Return Walls completed in all respect as per specification and as directed by

45 Providing and supplying I.S.I. standard RCC pipes (of sulphate resisting cement) in

standard lengths of following class and diameter.

Class NP3 (250 mm dia) 238.60 Rmt 532.27

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 5 : APPROACHES & AMENITIES

46 Box cutting the road surface to proper slope, and chamber for making a base for 579.00 Cum. 109.08

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

as directed up to all lead & Lift.

47 Earth work in embankment using selected soil and hard murrum, approved by 2912.00 Cum. 319.16

engineer in charge, with contractor's own earth by all lead, and lift, including

breaking clods dressing with all lead and lift including watering rolling and

consolidation of subgrade in layers of 300 mm or as directed by engineer in charge,

at OMC to required dry density including filling the depressions which occur during

the process using power roller 8T to 10T

48 Carting of excavated material such as murrum, earth, kapachi, gravel, brickbats,

kankar, debris, sand, dismantled material, including, Spreading , levelling loading,

unloading, stacking etc. complete at non objectional place as directed by engineer in

a) Lead up to 5 Km. 576.00 Cum 103.26

49 Construction of granular sub-base 150 mm thick in layer by providing coasre

graded machine crushed B.T. material satisfying MOST specification of grading II

(B.T. stone aggregate 26.5 to 9.5 mm - 35 %, 9.5 mm to 4.75 mm - 12.5 % and

mm below - 52.5 %) including spreading in uniform layer 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 etc. complete.

[a] For Grading - II Material 434.00 Cum 1367.54

50 Providing and laying W.B.M. of BTMC Metal of Size 45 mm - 90 mm size 290.00 Cum 1410.97

including 0.27 Cum. Stone screening & 0.08 Cum. Of Stone dust as filler including

spreading, watering and consilidation by vibratory roller 80 KN to 100 KN static

weight. 100 mm thick compacted.

Providing and laying W.B.M. of BTMC Metal of Size 45 mm - 63 mm size 392.00 Cum 1264.52

including 0.12 Cum. Stone screening & 0.08 Cum. Of Stone dust as filler including

51 spreading, watering and consilidation by vibratory roller 80 KN to 100 KN static

weight. 75 mm thick compacted.

Providing and laying bituminous grout base course 37.5mm thick using Asphalt VG- 245.00 MT 3329.97

30 for tackcoat at the rate of 4.00 kg/10 sqmt on WBM surface using B.T. Stone

aggregate as per required gradation with the asphalt of VG-30 grade at the rate of

1.99% i.e. 19.90 Kg/M.T. by weight by mix including heating and mixing in drum

52 mix plant, transporting the mix spreading the same by paver finisher and

consolidation by vibratory roller including cost of all materials, fuels, labours, tools

and plants etc. using contractors own drum mix plant etc complete.

Providing and laying 37.5 mm thick compacted bituminous macadam with B.T. 245.00 MT 4157.16

Aggregate as per M.O.R.T & H Gradation and Asphalt VG-30 @ 4 Kg/10 Sq Mt

and 2.50 Kg/10 sq Mt on existing B.T. Surface for tack coat & Asphalt grade VG-

30 for mixing @ 34.00 Kg/M.T. ie 3.40% of total mix weight of the including

heating the aggregates and Aphal by continues baching of drum mix plant and

53 spreading the same by paver finisher and consolidation withvibratory roller 80 KN

to 100 KN Static weight including providing all materials, Equipments, tools and

plants, oil, kerosene, firewood, laboar charges etc. comp. using contractor's own

machineries drum mix plant and paver finisher etc complete.

Providing and laying Bituminous Seal Coat with stone chips 6 to 10 mm size 0.18 57.00 MT 5333.81

Cum/10sqmt i.e. using 0.66 cmt Agg per M.T. mix using Asphalt VG-30 @ of

4.50% of mix including heating the asphalt and aggregate by continous batching

54 drum mix plant and paver finisher and consolidating by vibratory roller including

providing equipment, tools, plant, firewood, oil, kerosene, labour charge etc, using

the contractors own machinery and plant.

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

55 Providing and fixing guard stone as per IRC type design including white 854.00 Nos. 350.80

washing, etc. complete including fixing in CC 1:5:10.

56 Supplying and fixing road sign board of MS Plates and angle iron including 6.00 Nos. 3072.99

painting, lettering, etc. complete including excavation, etc. complete as per IRC type

design - Reflective Type.

57 Road marking with hot applied thermoplastic paints with reflectorising glass beads 122.00 Sqmt 367.72

on bitumin surface providing and laying a hot applied thermoplastic compound

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 color marking should provide

liminance coefficinet on cemend road shall be min 130 mcd/m2/lux and asphalt road

shall be min 100mcd/m2/lux during the service life during the day time.the marking

should meet the performancecriteria for night time reflectivity, wet reflectivity and

skid resistance as mentioned in the section -15 of IRC 35-2015.warranty for retro

reflectivity shall be two year

58 Providing and laying Double Walled Corrugated Pipes (DWC) of Polyethene 50.00 Rmt 112.11

conforming to IS-14930-II of 90mm O.D. with fittings and necessary connecting

accessories of same material at required depth for laying cable into crash barrier etc.

complete as per specification and as directed by engineer incharge.

59 Providing and fixing Pre-Cast Rubber dye inter locking concrete Block 60 mm thick 40.00 Sq.mt. 701.90

with grade of concrete M-300 pnumatic compressed / Vibrated mechanically and as

per approved design confirming to IS 15658:2066 including 35mm sand layer for

levelling and filling the joint with sand in proper line and level as per guidelines of

IRC : SP 63-2018 etc. Complete.

60 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete 40.00 Rmt 374.92

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.

61 Cat eye/Road stud/ RPM:Supplying of Twin Shanks Raised pavement markers 100.00 Nos. 326.23

made of polycarbonate and ABS moulded body and reflective panels with micro

prismatic lens capable of providing total internal reflection of the light entering the

lens face and shall support a load of 13635kgs.tested in accrodance to ASTM D

4280 type H and complying to specifications of category A of MORTH circular No

RW/NH/33023/10-97-DO lll Dt 11.06.1997. The height,width and length shall not

exceed 20 mm,130 mm and 130mm and with minimum reflective area of 13 Sqcm

on each side and the slope to the base shall be 35+/-5 degree. The strength of

detachment of the integrated cylindrical shanks,( of diameter not less than 19+/-2

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

value of 500 kgf. Fixing will be by drilling hole on the road for the shanks to go

inside, without nails and using epoxy based adhesive as per manufacturers

recommendation and color of the marker should be as per the IRC 35-2015 and as

directed by engineer-in-charge.

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

62 Supplying and fixing the necessary sign boards as per site requirements and as

directed and approved by Engineer (Retro-reflective Type)

[A] Facility informatory Sign:-

Facility Informatory Sign :-Providing and fixing sign boardsmade out of 2mm 4.00 Nos 3990.64

aluminium sheet / 4mm ACP (Aluminumcomposite Panel); size 80 x 60 cms.

rectangular as per designof 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; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality 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 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. (B)

Class-B Type-4 Retro Reflective sheeting.

[B] Cautionary Warning Sign:

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 4.00 Nos 3906.19

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle 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; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality 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 blockof size 45 x 45 x

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. (B)

Class-B Type-4 Retro Reflective sheeting

[C] Regulatory / Mandatory sign:

Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm 4.00 Nos 3540.12

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle

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; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality

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

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 certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

[D] Flexible Median Marker

Flexible Median Marker : Providing and fixing of flexible median marker that are 6.00 Nos 271.69

made of tough,high impact resistant,injection-molded,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),12.5cm in

width,0.65cm in thickness and shank depth shall be 3.4cm the body structure shall

be rounded at all its corners and edges.The plastic used for molding the flexible

median marker should survive impect 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.

[E] Providing and Fixing of NJ Reflector made up of 2mm Aluminimum of size 100 x 6.00 Nos 204.02

100mm duly pasted with Reflective shetting of Florescent yellow Type -11 Fixed to

the Bridge wall/ Parapet with Nails.

[F] Blinkers : Providing & fixing solar power road traffic flasher / blinker (24 hour 2.00 Nos 15680.25

operations) having 300 mm round light source, cluster of high intensity ultra bright

LED visibility greater than 500mtr red or amber or as required. Flashing duty cycle

50% operation for 24 hours located 3.0mtr above the ground level on post of 80NB

MS Post, design in line with IS 7537-1974 specification of road traffic signals Solar

model 12V, 20WP/124, 40W, Battery 12V 60Ah/12 V 110 AH. Operating

temparature 0 to 50 C, Humidity 93% EH (NC) complete with Installation.

63 Supplying & laying of Uni-Axial / Bi-axial extruded high modulus polypropylene 2267.00 Sqm 253.51

geogrid conforming to MORT&H specification for base/sub-base reinforcement

having minimum tensile strength 30kN/m in the longitudinal and transverse

direction, with 10.5kN/m and 21kN/m 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.

64 Providing and laying chequered terrazo tiles 28mm thick with marble chips of sizes 104.00 Sqm 775.01

upto 6mm in treads of stairs and staircases in 12mm thick bed of lime mortar 1:1.5

(1-Lime putty :1.5 coarse sand) or C.M. 1:6 jointed with neat cement slurry mixed

with pigment to match the shade of tiles including rubbing and polishing complete.

(B) Dark shades using ordinary cement

65 Providing masonry steps with Cement Pointing on approaches as directed 153.00 Steps 230.50

66 Fabricating, supply and erecting in position Standard Structural steel sections 6.00 MT 108744.53

conforming to IS 2062 for railing or other works using ISMB, ISA, ISMC, MS

plate, flat, square bars, pipe, square pipe, etc. including welding, cutting, wastage,

etc. complete. The rate is inclusive of welding road, supply & fixing of correct size

nut, bolts, washers, including one primer coat of red lead paint conforming IS:102

Zinc chromate paint conforming to IS:104 followed by two coat of aluminium paint

as per IS:2339 with all contractor's materials, labour, tools & plants, in

bolted/welded construction as directed by Engineer-in Charge. The waste cut pieces

shall Nost be included in the paying quantity. The work shall be done as per

drawing and specification. The work shall be carried out as per IS:800,IS:816.

For Height Barrier upto 5.50 mt. height gauge

67 (ii) Uncoursed Rubble Masonry with hard stone of approved quality in foundations 103.00 Cum 2590.50

and plinth in Cement Mortar 1:5 (1- cement : 5-coarse sand including levelling up

68 Providing and laying Pitching on slopes laid over prepared filter media including

boulder apron laid dry in front of toe of embankment complete as per drawing and

Technical specifications

Stone/Boulder 329.00 Cum 1051.41

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

69 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) 50.00 Cum 1016.48

including and packing and filing in the interestices with quarry-spalls.

70 Providing, laying and compacting layer of Quarry spalls on earthern shoulder above 100.00 Cum 1349.27

Granular sub base layer including carriage of materials spreading in uniform layer

manually on prepared base and compacted with vibratory roller to achieve desired

density including all materials, labour etc. complete.

71 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm 4.00 Each 9867.07

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 cms.

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; 3.1 mtr long stand post (2 Nos.) of Iron Angle 50 x 50 x

5mm / 50NB Circular MS Pipe as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with bestquality 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 blockof size 45 x 45 x

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. (B)

Class-B Type-4 Retro Reflective sheeting

72 Standard Delineator: Providing and fixing of Standard Metal Delineator consisting 2.00 Each 1027.17

of minimum retro reflective unit exposed area of 330 cm2 white color, full cube

corner micro prismatic non-metallic retro reflective sheeting on each side

conforming with IRC 67 2012 and meeting the coefficient of retro reflection values

as per ASTM D 4956 Type XI table specification. The delineator shall be painted

with powder coat of minimum 40 microns thickness, on top of which retro reflective

sheeting shall be pasted on both sides. The structure shall be manufactured in roll

forming process and shall have height not less than 800 mm above the ground,

width not less than 100 mm and shall extend not more than 300mm below the

ground while being installed. height of sheeting should be minimum 150mm

whereas width of sheeting should not be less than 75mm (should be placed every

alternative 15cm). The front and back faces of the delineator should be curved with

a radius of not more than 200 mm and with delta angle (or central angle of curve)

lying between 20o and 30o, to increase the visibility of the delineator for vehicles

moving in continuous curves. The delineator shall have grooves across the length to

make the reflective sheets vandal-proof. The delineator is meant for application on

gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc.

or as desired by site engineer.

73 Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars

for Culverts carrying haevy traffic as per IS 458-1991 Specifications including

setting th pipes in C.M 1:2 watering and laying (to level or slopes) of class NP3 of

following internal diameters.

Total (Section 1-5) =

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

Diversion Credit

[Materials recovered from Diversion road will be owned by Contractor after -448872.52

competion of bridge]

TOTAL AMOUNT (IN RS.) =

TOTAL AMOUNT (IN RS.) =

Rupees Seven Crore Seventy Five Lakh Six Thousand Eight Hundred Fifty Two and Paise Thirty Eight Only

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

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.

The Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

The credit for dismantled materials of Diversion structure of amount of Rs. 4,48,872.52 and credit of

6. existing structure dismantling of amount of Rs. 2,12,100.00 shall be recovered from the contractor’s 1st

Running Account (R.A.) bill.

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) Sub Division Panchayat (R & B) Division

Palanpur Palanpur Palanpur