Construction of Bridge on Hathmati River at Ch. 141/00 to 142/20 on Idar-Bhiloda- Shamlaji road in Bhiloda, Arvalli District of Gujarat

Name of Work : Construction of Bridge on Hathmati River at Ch. 141/00 to 142/20 on Idar-Bhiloda-Shamlaji road in Bhiloda, Arvalli District of

Taluka : Bhiloda, District : Arvalli

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

SECTION - 1 : PRELIMINARY WORKS

1 Clearing and grubbing site/road/land [including uprooting all vegetation, grass, bush 2.00 28455.09 Hectare

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 2.00 22977.50 LS

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 300.00 2801.57 Metre

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 80.00 263.61 Sqm.

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

angle 40 x 40 x 5 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 Providing flood gauge marks on substructure as per design including painting 12.00 165.69 Rmt.

6 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 50.00 410.02 Cum.

b) Dismantling of Concrete Structures 1482.00 930.23 Cum.

c) Scarifying existing Approaches flexible pavement. (Scarifying gravelled 1430.00 41.60 Sqm.

macadam 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 88925.00 3.81 Kg

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 68.07 Rmt.

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.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

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. 3855.00 511.45 Cum.

b) Depth from 3.0m.to 6.0m. 697.00 599.48 Cum.

c) Depth from 6.0m.to 9.0m. 5.00 661.91 Cum.

8 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 1136.00 611.35 Cum.

clays and other similar strata including shoring and strutting 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 280.00 3737.47 Cum.

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 1.2 m dia RCC bored piles to

required depth including flushing necessary casting pipe with all plants and

equipments as required as per detailed specifications for Abutment and Piers

(Excluding Concrete & Reinforcement)

11 Providing and casting in situ controlled cement concrete M-35 for RCC bored pile 2263.00 4986.71 Cum.

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 Chipping and dressing of the RCC piles upto cut-off level (Min. 1 D) including

cleaning of reinforcement and removal of dismantled materials, etc. for providing

pile caps as directed by Engineer and as per specification.

a) for 1200 & 1000 mm dia. pile. 117.00 930.23 Cum

13 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 1550.00 187.38 MT

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 as

b) Routine Pile Load Test on working piles for 1.5 times the design load specified in 1485.00 187.38 MT

C) Performing Integrity Test (low strain) on vertical pile. Conducting Pile low

strain integrity test as per ASTM D 5882- 96 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

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.

Bridge 73.00 1212.00 Nos

Diversion 21.00 1515.00 Nos

14 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles 168.00 47323.73 MT

including applying protective coating as per drawing and specification and as

directed by Engineer.

15 Providing and laying in-situ RCC M-35 grade Controlled Cement Concrete in 1561.00 5160.09 Cum.

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 by Engineer.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

16 Providing and laying M-35 grade Controlled cement concrete for cast-in-situ 761.00 5504.50 Cum.

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-35 grade cement concrete for RCC caps 450.00 5553.99 Cum

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 82.00 5558.03 Cum

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

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.

b) Pile Caps 146.00 87339.75 MT

20 Providing and placing in position High Yield Strength Deformed (HYSD) bars 249.00 87541.75 MT

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 fully moulded restrained elastomeric bearings as 921600.00 0.90 Cucm

per detailed drawaings.

22 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar 2550.00 595.90 Sqm.

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).

23 Providing Earth fill / Sand & filling in approach portion of RE/Retaining Wall as 1988.00 503.99 Cum.

per MORTH section 3100 and IRC:SP:102 latest Revision including laying as per

specification ,compaction in 250 mm thick loose layers and dressing (MORTH

specification Cl. by mechanical means using motor grader including 305.3.5),

watering upto required OMC including rolling with the use of vibratory roller when

fill is at suitable moisture content with desired field density all as per the approved

design ,drawing, specification and directed by the Engineer

24 Providing and laying 600 mm thick filter media behind abutment as per detailed 722.00 1238.93 Sqm.

drawing & specifications etc complete.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

SECTION - 3 SUPERSTRUCTURE

25 Providing and casting in-situ Controlled Reinforced Cement Concrete of 1214.00 6151.91 Cum.

Grade M40 for RCC T-Beam Deck Slab and RCC Solid Slab, as

below using 6 mm to 20 mm machine crushed well graded stone

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

contractor's own concrete mix design, staging design etc. complete as per

specification. The rate is inclusive of all materials, including necessary

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

placing in position, staging, scaffolding, shuttering, launching of Girders,

formworks, 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

26 Providing and casting in situ or precast controlled Cement Concrete M- 549.00 5160.09 Cum.

350 for RCC work in Super structure including centering, shuttering,

curing, scaffolding, ramming, vibrating, finishing, lauching or shifting

complete.(I) Solid Slab.(II) Deck Slab.

27 Providing and placing in position High Yield Strength Deformed (HYSD) bars 409.00 88412.37 MT

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.

28 Providing and applying one coat Epoxy Phenolic primer of DFT 50 micron and two 8081.00 574.69 Sqm.

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).

29 Providing and carrying out load test on bridge deck with simulated loading 400.00 169.92 Tonne

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.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

SECTION - 4 MISCELLANEOUS ITEMS

30 Providing and laying 75 mm thick bituminous concrete (BC) with specified 300.00 8625.40 MT

graded machine crushed stone aggregate including loading of aggregate with F.E.

loader and hot-mixing of bitumen at 5.4 % by total weight of aggregate in hot mix

plant transporting the mixed material in tipper to paver and laying with mechanical

paver finisher to the required level grades and rolling by power rollers to achieve

the desired density including cost of tack coat at 7.5Kg /10 Sqmt bitumen material

as per MORT & H specification.

(In 2 layers of 37.5 mm each)

31 Providing and Laying 25mm thick mastic asphalt wearing course with paving 1512.00 642.36 Sq.m

grade bitumen meeting the requirements given in table 500-29, prepared by using

mastic cooker and laid to required level and slope, with bitumen precoated fine

grained hard stone chipping and at an approximate spacing of 10 cmm center to

center temperature of surfaces is not less than 100 c, protruding 1mm to 4mm over

mastic surface, all complete as per clause

32 Providing and casting RCC Kerbs/ Staircase in M-35 controlled concrete with 10.00 5152.01 Cum.

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 101.00 5230.79 Cum.

/ 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 Steel work, welded in built up sections framed work including cutting, hoisting, 75.00 9108.48 Quint.

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

35 Providing and laying precast RCC Footpath Slab in controlled cement concrete 108.00 1125.14 Sqm

of M-35 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.

36 Providing and casting insitu controlled cement concrete M-35 in RCC Approach 39.00 5435.82 Cumt

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.

37 Providing and casting insitu controlled cement concrete M-25 in RCC Railing 288.00 1281.69 Rmt

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.

38 (ii) Uncoursed Rubble Masonry with hard stone of approved quality in foundations 198.00 2628.91 Cum

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

39 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

A Stone/Boulder 90.00 1051.41 Cum

40 Providing and placing in position High Yield Strength Deformed (HYSD) bars 33.00 88412.37 MT

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.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

41 Providing and applying one Primer Coat and two coats of Synthetic Enamel 1642.00 183.82 Sqm.

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.

42 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. 58.00 536.03 No.

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 UPVC pipe as Longitudinal Runner Pipe , Down take

pipes, conduits below footpath including cost of all materials, labour, fixing in true

line and level, including bends, fixtures, special, etc. complete with all lifts and

leads etc. as per specifications and as directed by engineer incharge.

a) 75 mm dia 40.00 223.21 Rmt.

44 Providing and fixing in position Modular Strip seal Expansion Joint (for movement 60.00 2057.37 Rmt.

beyond 80 mm upto 140 mm) as per detailed drawing & MORTH specification.

The rate is inclusive of supplying, fixing with contractor's own materials,

equipments, machineries, labour, transport, testing, bolts, socket tubes, neoprene

sheet/cap, centre beam, edge beam, support bar, Chloroprene/neoprene rubber etc.

complete. The rate is for complete finished item and will be paid after fixing in all

The Contractor shall procure Modular Strip Expansion Joint, confirming to relevant

MORTH specification from M/s.Sanfield (India) Ltd. / METCO or from reputed

manufactures who is in approved list of MORTH of Modular Expansion Joint with

prior approval of Engineer-in-charge.

45 Providing and fixing the continuity arrangement in deck slab as per the detailed 89.00 7428.00 Rmt

drawing with fixtures, componenets, filler etc. complete as directed by Engineer in

46 Providing and fixing RCC / Masonary pylons including necessary HYSD 2.00 46965.00 Nos.

reinforcement, formwork, finishing etc. complete as directed.

47 Providing & fixing in position 100 mm Dia. A.C. pipes as weep holes in Abutments 1107.00 86.73 Nos

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

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

SECTION - 5 APPROACHES & AMENITIES

48 Box cutting the road surface to proper slope, and chamber for making a base for 1297.00 109.05 Cum.

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

as directed up to all lead & Lift.

49 Earth work in embankment using selected soil and hard murrum, approved by 12593.00 319.16 Cum.

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

50 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

a) Lead up to 5 Km. 3776.00 103.26 Cum

51 Construction of Granular Sub Base (GSB) / Granular Sub Base (GSB) cum

Drainage Layer by providing coarse graded material/crushed stone, spreading in

uniform layers with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with vibratory roller to achieve the

desired density, including all material, labour, machinery with all leads and lifts etc.

complete as per MORTH specification Cl

[a] For Grading - I Material 177.00 1239.27 Cum

[b] For Grading - VI Material 118.00 1193.82 Cu.m

[a] For Grading - III Material 334.00 708.01

52 Providing and laying wet mix macadam base course 250 mm thick in two layers as 461.00 1525.10 Cu.m

per MORTH specification using machine crushed B.T. chips as per required

gradation, mixing with required optimum quantity of water, conveying the mix to

site of work, spreading in to grade and camber with paver/mechanical means and

consolidation each layer with vibratory roller to achieve the desired density

including cost of material labour plant and equipment etc. complete.

53 Providing, Laying, Spreading and compacting stone aggregates of specific sizes to 126.00 1654.61 Cu.m

water bound macadem (Grade II) (BT metal of size 45 to 63 mm) specification

including spreading in uniform thickness, hand packing, rolling with 3 wheeled

steel / vibratory roller in stages to proper grade and camber, applying and brooming

requisite type of screening / binding materials to fill up the interstices of coarse

aggreagates, watering and compacting to required density.

54 Providing & laying DENSE GRADED BITUMINOUS MACADAM 135mm

Thick with batch type Drum Mix Plant (DMP) using crushed aggregates of

specified grading, premix with bitumen grade VG-30 , bituminous binder @

per cent by weight of total mix and filler, transporting the hot mix to work site,

laying with a hydrostatic paver finisher with sensor control to the required grade,

level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction complete,including providing & laying tack coat

2.5kg /10sqm all as per MORTH specification.

135mm Thick 781.00 6783.16 MT

55 Providing and Laying dense graded Bituminous Macadam (Grading II) of 50 mm 225.00 2025.05 Cum

thickness with mixing in drum mix plant using crushed aggregates of specified

grading, premixed with VG-30 bituminous binder @ 4.5 percent by weight of total

mix and filler, transporting the hot mix to work site, laying with a hydraustatic

paver finisher with sensor control to the requried grade, level and alignment, rolling

with smooth wheeled, vibratory and tandem rollers to achieve the desired

compaction as per MoRTH specification clause No. 505 complete in all respects.

56 Providing and Laying 25 mm thick campacted S.D.B.C. with BT Stone chips as per 135.00 3500.66 MT

MORTH gradation and specifications with Bitumen grade VG 30 for mixing @ rate

of 50.00 kg/MT by weight of total mix i.e. (5 % by weight of total mix) including

heating the asphalt and aggregates by drum mix plant and spreading the same by

paver finisher including rolling and consolidation with 10-12 tonnes vibratory and

power roller and providing all materials, equipments, tools and plants, firewood,oil,

kerosene, labour charges etc. and using contractors own machineries, drum mix

plant and paver finisher etc. complete.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

57 Providing and laying bituminous concrete 50mm Thick with 100-120 TPH batch 218.00 8457.74 MT

type hot mix plant producing an average output of 75 tonnes per hour using crushed

aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent

of mix and filler, transporting the hot mix to work site, laying with a hydrostatic

paver finisher with sensor control to the required grade, level and alignment, rolling

with smooth wheeled, vibratory and tandem rollers to achieve the desired

compaction as per MORTH specification clause No. 509 complete in all respects

58 Prime coat (Providing and applying primer coat with bitumen emulsion -SS1 on

prepared surface of granular Base including clearing of road surface and spraying

primer at the rate of 0.75kg/sqm using mechanical means.)

59 Providing and applying tack coat with bitumen emulsion using emulsion pressure

distributor at the rate of 0.25 kg per sqm on the prepared bituminous cleaned with

mechanical broom.

60 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" 410.00 4145.04 Meter

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

rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post,

150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground

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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per

61 Providing and fixing guard stone as per IRC type design including white washing, 308.00 350.80 Nos.

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

62 Providing and fixing post and pipe railing as per detailed drawing including 3 coats 180.00 1211.79 Rmt.

of painting to steel works complete.

63 Providing and laying Pitching on slopes laid over prepared filter media including 88.00 905.97 Sqm.

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

Technical specifications

64 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) 50.00 1083.81 Cum

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

65 Road marking with hot applied thermoplastic paints with reflectorising glass beads 348.00 367.72 Sqmt

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

66 Providing and fixing MS Anchor Plates of size 250 x 250 x 6 mm thick along with 12.00 1242.30 Nos.

4 Nos. of 20 mm dia., 600 mm lone GI "J" Type bolts with suitable size of GI

Nuts/washer with one coat of Red Oxide and two coats of Bituminous Black Paint

and fixing on Crash Barrier / Parapet including necessary erection, labour,

equipments, welding / drilling, grouting / fixing of plates as per specifications and

as directed by the engineer incharge.

67 Providing and laying Double Walled Corrugated Pipes (DWC) of Polyethene 318.00 95.95 Rmt

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.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

68 Providing and fixing Pre-Cast Rubber dye inter locking concrete Block 60 mm thick 100.00 706.93 Sq.mt.

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.

69 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete 60.00 374.96 Rmt

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.

70 Cat eye/Road stud/ RPM:Supplying of Twin Shanks Raised pavement markers 218.00 326.23 Nos.

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.

71 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm 4.00 10671.66 Each

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 Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long

stand post (2 Nos.) of 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 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 warranty for

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-C Type-11 Retro Reflective

72 Standard Delineator: Providing and fixing of Standard Metal Delineator consisting 4.00 1027.17 Each

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.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

73 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 10.00 4681.35 Each

sheet / 3mm ACP (Aluminum composite Panel); size 60x50 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 refiectivesheeting of Type-11 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 bestquality 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 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 10 years for the Retro reflective

sheeting from originaa 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-C Type-11 Retro Reflective sheeting

74 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 boards made out of 2mm 4.00 5906.48 Nos

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 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 Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of 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 best quality epoxy

coatings in black and white 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

block of size 45 x 45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge. Awarranty for 10 years

for the Retro reflective sheeting from original manufacturer & a certified copy of

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

shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

[B] Cautionary Warning Sign:

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 9.00 5077.27 Nos

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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 best quality epoxy coatings in black and white 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 warranty for 10 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 - C

Type - 11 Retro Reflective Sheeting

[C] Regulatory / Mandatory sign:

Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP 10.00 4618.73 Nos

(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 Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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 best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per theinstruction 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 10 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-C

Type-11 Retro Reflective sheeting

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

[D] Flexible Median Marker

Flexible Median Marker : Providing and fixing of flexible median marker that are 22.00 271.69 Nos

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 22.00 268.66 Nos

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 12428.05 Nos

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.

75 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.

(II) 600mm dia. 10.00 1968.38 Rmt

(III) 1200mm dia. 30.00 5560.01 Rmt

76 Brick work using common burnt clay conventional building bricks having crushing 10.00 4245.09 Cum

strength not less than 50 kg/sq.cm in cement mortar 1:5 (1Cement : 5 fine sand) in

77 Providing 15 mm thick cement plaster in single coat for interior plastering upto 10.00 165.31 Sqm

floor two level finished even and smooth in cement mortar 1:4 (1cement : 4sand)

On fair side brick/concrete wall.

78 Supplying & laying of Uni-Axial / Bi-axial extruded high modulus polypropylene 4442.00 253.51 Sqm

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.

79 Providing and laying chequered terrazo tiles 28mm thick with marble chips of sizes 432.00 775.23 Sqm

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

80 Diversion Credit

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

competion of bridge]

As per Latest GR, 70 % Diversion credit has been taken in Estimate.

Earthwork with murrum and selected soil. 5040.00 -95.45 Cum. -481042.80

Granular Sub - Base - Grading - I 234.00 -490.06 Cum. -114674.53

TOTAL AMOUNT PUT TO TENDER = ₹

TOTAL AMOUNT PUT TO TENDER = ₹

Rupees Twenty Crore Twenty Seven Lakh Ninety Thousand Two Hundred Sixty and Twenty Paisa 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.

Rate in Total amount according to

Rate in Total amount according to

Item Description figures Unit estimated quantities

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

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. 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

6. Dismantling of credit materials amounting of Rs. 26,03,376/- must be recovered from contractor’s respective RA Bill.