Approach portion for ROB in lieu of LC-232/B at Kalol : Construction of Proposed Approach portion for R.O.B. on level crossing no. 232/B at K.M. 759/6-7 between Palanpur – Ahmedabad junction under SJMMSVY

4 Dismantling of flexible pavements (Bituminous surface and Crust) and disposal of dismantled materials with all lead 934.44 Cum. 403.75

and lift, stacking serviceable and unserviceable materials separately as directed by engineer in charge.

5 Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) 399.89 Cum. 1110.75

6 Excavation for pile caps, foundation of pier, pile cap beam ,retaining wall etc. in all categories of soils, such as sand, 12931.49 Cu. m. 526.15

clay, murrum, gravel, pebble, boulder, cobble, soft rock etc. as per specification for depth below ground level as

mention. The rate is inclusive of contractor's own machinery and equipment, labor, taxes, temporary works,

consumables. leading & lifting, shoring, strutting, timbering and buttressing with sand / clay bags and all such measures

necessary to retain in position the sides of foundation pit and including refilling with the approved excavated soil,

carting excess earth as directed with all lead and lift. The rate is also inclusive of dewatering by manual or mechanical

means, if required as directed by engineer in charge.

For Pile Cap, Retaining wall, R.C.C. wall, Compound wall

7 Empty boring to the required depth (measured from bottom of pile cap to founding level) by means of hydraulic pilling 1606.00 Rmt. 4686.82

rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of diameter as

below, supported with the help of bentonite slurry including all required plant & machineries, disposal of excavated

material with all leads & lifts, mobilization demobilization, remobilization if required, transportation of required plant

and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II. as directed by engineer in charge

1) Length of pile shall be measured from bottom of pile cap and up to the founding level.

2) Rate is inclusive of empty boring through overburden (i.e. temporary working platform, etc.)

(A) For 1200 mm Dia.

8 Supplying, fabricating and placing in position MS liner made of 6 mm thick MS plate for cast-in-situ concrete piles 38.81 M.T. 47323.73

including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position,

applying protective coating, etc. complete as per specification. Depth of liner shall be decided by Engineer-in-charge as

per site condition.

9 Providing and laying in positions mechanically mixed Plain Cement Concrete M15 grade for leveling course below 1256.17 Cmt. 3711.49

foundation , pile cap, pile cap beam,, approach slab, R.E. wall, RCC wall, Compund wall etc. as directed by Engineer-in-

charge with graded stone aggregate from 6 mm to 20 mm including vertical pin header, tamping, vibrating, leveling and

curing complete with all formwork, dewatering wherever required including all materials, labors, plants, machineries &

tools, all leads and lifts, etc. complete as per specification and as directed by engineer in charge.

10 Providing and placing with tremie reinforced cement concrete M35 grade in bored hole using 6 mm to 20 mm machine 1517.07 Cum. 4967.27

crushed well graded stone aggregate, natural or crushed sand of approved quality, OPC 53 grade cement mixing in

batch mix plant, transport, curing, casting of pile of any dia & chipping of pile up to cut off level, disposal of chipped

material with all leads & lifts, etc. complete as per execution drawing & specification & as directed by engineer In

charge. Including mobilization, demobilization, remobilization, transportation of required plant and machineries if

required. as directed by engineer in charge.

1) Excluding reinforcement, initial pile load test, routine load test and M.S. Liners.

11 Providing and placing with tremie reinforced cement concrete M40 grade in bored hole using 6 mm to 20 mm machine 298.44 Cum. 5046.57

crushed well graded stone aggregate, natural or crushed sand of approved quality, OPC 53 grade cement mixing in

batch mix plant, transport, curing, casting of pile of any dia & chipping of pile up to cut off level, disposal of chipped

material with all leads & lifts, etc. complete as per execution drawing & specification & as directed by engineer In

charge. Including mobilization, demobilization, remobilization, transportation of required plant and machineries if

required. as directed by engineer in charge.

1) Excluding reinforcement, initial pile load test, routine load test and M.S. Liners.

12 Performing Integrity Test (low strain) on all vertical pile. The item shall include chipping of weak concrete at the top of 72.00 No. 900.00

pile, leveling, bending of reinforcing bars, preparation of pile head including testing with pile driving analyzer or

approved equivalent. To be carried out at least 15 days after concreting of piles. A specialist approved Agency shall be

employed by the Contractor for the test. The test shall be carried out as per relevant ASTM code. The item is including

complete testing with approved apparatus, analysis of results and conclusions including submission of test reports in

three hard copies with soft copy in CD. as directed by engineer in charge.

13 Providing and casting in-situ Reinforced Cement Concrete M35 grade controlled cement concrete in Pile Cap 6 mm to 958.44 Cum. 5166.31

20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per

The rate is inclusive of all materials, including necessary dewatering, mixing in batch mix plant, transport, curing,

vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary, with all lead and lift with labor, tools & plants, machineries, as

directed by engineer in charge.

Description of Item Quantity Unit Amount

14 (A) Providing and fixing in position (Thermo mechanically Treated bars) TMT Fe 550 D conforming to IS 1786 reinforcing 296.45 M.T. 80776.94

bars of various diameters for Pile & Pile Cap as per detailed designs and drawings and schedule complete as per

specification and as directed by Engineer in charge.The rate includes supply, loading, unloading, transporting to site

cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost of all equipment, supervisor, taxes,

machineries, reinforcement overlap if required labor, materials, tools, plants, equipments as required with all lifts and

leads placing, tying in position with binding wire, welding, forming the cage and lowering it in position in pile bore etc.

Welding and supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing,

etc. complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

14 (B) For Pile Cap 95.84 M.T. 77269.16

15 (A) Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including 1.00 Nos. 500000.00

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 in non working areas in the vicinity

of the bridge site by static method.

15 (B) Routine Dynamic Pile Load Test on working piles for 1.5 times the design load specified in drawings 2.00 Nos. 65000.00

16 Providing and casting in-situ Reinforced Cement Concrete M35 grade controlled cement concrete in Pier, Abutment & 344.04 Cum. 5510.66

Side wall (pier shall be cast in single lift or as per direction of Engineer in charge),stem of retaining wall etc. using 6 mm

to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete.

The rate is inclusive of all materials, including necessary mixing in batch mix plant, transport, curing, vibrating, placing

in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor's labor, tools & plants,

machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete and form mark.

Any honeycombing/ undulation found shall be rectify to match F3 class finish.

Note:- Rates in items shall include cost of providing grooves, chamfers, molding, cut-out etc. in formwork. The work will

include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings,

specifications and as directed by the Engineer in charge.

17 (A) Providing and casting in-situ Reinforced Cement Concrete M35 abutment cap, pier cap, RCC Dirt Wall, and seismic 255.00 Cu. m. 5590.46

restrainer, Pedestal in M 40 using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved

quality, OPC 53 grade cement complete as per specification.

The rate is inclusive of all materials, including necessary mixing in batch mix plant, transport, curing, vibrating, placing

in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor's labor, tools & plants,

machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete and form mark.

Any honeycombing/ undulation found shall be rectify to match F3 class finish. Note:- Rates in items shall include cost of

providing grooves, chamfers, molding, cut-out etc. in formwork. The work will include placing in position of necessary

fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in

(A) Concrete for Pier Cap, Abutment Cap & Dirt Wall

17 (B) (B) Pedestals & Restrainer in M:40 106.90 Cu. m. 5564.03

18 Providing and fixing in position (Thermo mechanically Treated bars) TMT Fe 550 D conforming to IS 1786 reinforcing 151.05 M.T. 80979.19

bars of various diameters for Pier, Pier cap Abutment , box wall, Abutment cap, Dirt wall, side wall, Retaining wall,

Pedestals etc. as per detailed designs and drawings schedule and as directed by engineer in charge.

The rate includes supply, loading, unloading, transporting to site cutting, bending, hooking the bars, binding with

SWG GI wires with cost of all equipment, supervisor, taxes, machineries, reinforcement overlap if required labor,

materials, tools, plants, equipments as required with all lifts and leads placing, tying in position with binding wire,

welding, forming the cage and placing it in position etc. Welding and supporting in position to ensure lines and levels

during concreting, maintaining proper cover / spacing, etc. complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

19 Providing and fixing in position fully moulded restrained elastometric Bearings as per detailed drawings. ######### Cu.Cm. 0.90

20 Providing and applying Coal Tar Epoxy protective paint for Pile Cap in two coats of DFT 210 microns for foundations 1090.92 Sqm. 143.81

/concrete surfaces in contact with soil complete as per Specifications and as directed by the Engineer including all leads

and lifts etc. complete.

21 Providing and applying Epoxy coating of approved shade, brand and manufacture on new concrete work with one coat 8394.11 Smt. 377.43

of 20 micron (DFT) of Epilux 4 clear lacquer of Berger paint India Ltd or equivalent as primer and two coat each of

micron (DFT) of Epilux 84 High gloss CR enamel of Berger Paint India Ltd or equivalent at all levels with all leads and lifts

etc. complete (Total DFT is 20+35+35 = 90 microns)

22 Providing and casting in-situ controlled cement concrete M 35 for R.C.C. work in super structure including centering 1199.16 Cum. 6078.89

shuttering scaffolding ramming, vibrating, curing and finishing complete.

T-Beam and deck type of super structure

(i) Deck slab, Main and cross girder

Description of Item Quantity Unit Amount

23 Providing and fixing in position (Thermo mechanically Treated bars) TMT Fe 550 D conforming to IS 1786 reinforcing 222.99 M.T. 81849.00

bars of various diameters for RCC work in Superstructure as per detailed designs and drawings and schedule

specification and as directed by engineer in charge

The rate includes supply, loading, unloading, transporting to site cutting, bending, hooking the bars, binding with

SWG GI wires with cost of all equipment, supervisor, taxes, machineries, reinforcement overlap if required labor,

materials, tools, plants, equipments as required with all lifts and leads placing, tying in position with binding wire,

welding, forming the cage and placing it in position etc. Welding and supporting in position to ensure lines and levels

during concreting, maintaining proper cover / spacing, etc. complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

T-beam and slab type of superstructure & Main and cross girder, deck slab

24 Providing and carrying out load test on bridge deck with simulated loading including provision, placing and removal of 400.00 M.T. 169.92

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. as per specification and as

directed by engineer in charge

25 Providing and fixing in position strip seal type expansion joints as per detailed drawing and MoRTH Specification 50.40 Rmt. 1733.16

including cost of all materials and fixtures, welding, preparing surface for receiving the joints including all leads and lifts

etc. complete as per detailed approved drawing and as directed by Engineer. (Upto 70 mm Expansion)

26 Providing and fixing the Continuity arrangement in deck slab as per the detailed drawing with fixtures, components, 67.20 Rmt. 7428.00

filler etc. complete as directed by Engineer in charge.

27 Providing and casting RCC in M-40 controlled concrete Crash Barriers,friction slab as per detailed drawings including 581.71 Cum. 5237.10

necessary scaffolding, centering, formwork, mixing in machine, 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.

28 Providing and fixing steel tubular Galvanized railing on Crash barrier inclduing providing inserts, fixing arrangement on 1483.24 Rmt. 621.92

crash barrier or at other places as per drawing and technical specifications.

29 Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in approach slab 30.60 Cum. 5362.73

using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement

complete as per specification. The rate is inclusive of all materials, including necessary mixing in batch mix plant,

transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor's labor, tools &

plants, machineries, as required. as per specification and as directed by engineer in charge.

30 Providing and castion in situ controlled cement concrete M-400 for average 100 mm thick wearing coat laid as directed 194.40 Cum. 5663.16

including temping vibrating etc. complete.

31 Providing and fixing in position (Thermo mechanically Treated bars) TMT Fe 550 D conforming to IS 1786 reinforcing 106.22 M.T. 80363.52

bars of various diameters for Approach Slab, Crash Barrier, Kerb, wearing coat and median etc as per detailed designs

and drawings, schedule specification and as directed by engineer in charge The rate includes supply, loading,

unloading, transporting to site cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost of all

equipment, supervisor, taxes, machineries, reinforcement overlap if required labor, materials, tools, plants,

equipments as required with all lifts and leads placing, tying in position with binding wire, welding, forming the cage

and placing it in position etc. Welding and supporting in position to ensure lines and levels during concreting,

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

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

32 Providing Fusion Bonded Epoxy Coating not less than 175 micron thickness and upto 300 micron to reinforcement bars 1526.28 M.T. 8729.43

as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes. For all dia. bars

33 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. SD/303 including grating with suitable 72.00 Nos. 536.03

clean out fixtures including all leads and lifts etc. complete as per specification, design & drawings and as directed by

34 Providing and applying Synthetic Enamel Paint Alternate Black & Yellow on crash barrier and Kerb with one coat of 1802.63 Sqm. 81.81

white primer of cement paint and two or more coat of paint including cleaning all dust, dirt and other foreign matters

with all material labor equipments with all leads and lifts etc. complete. and as directed by engineer in charge.

35 Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene (conforming to IS:14930-II) of 90mm O.D. 518.40 Rmt. 95.95

with fittings and necessary connecting accessories of same material at required depth for laying cable in Crash Barrier

etc. complete as per specification and as directed by Engineer.

36 Providing and laying hot applied thermoplastic compound of 2.5 mm thick including reflectorising glass beads @ 250 745.03 Smt. 367.72

gm per sqm area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to

be level uniform and free from streaks and holes etc. complete.

37 Supply & Fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injection high compressed molding with 603.00 Nos. 375.72

reflector made of MMC (Prismatic type of size 12 cm x 6 cm x 2.5cm). Provided with bituminous adhesive 100g with

each unit for fixing (High intensity Grade).

38 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 518.40 Rmt. 374.92

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 (1 cement : 3 fine sand) etc complete.

39 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete 2177.28 Sqm. 706.90

M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC :

SP 63-2018 etc. Complete.

Description of Item Quantity Unit Amount

40 Art painting work over various components of new flyover and underpass with three coat water coat putty of approved 544.13 Sqm. 875.09

brand after duly rubbing the surface to make the surface even end smooth. The work includes one coat of exterier

primer coat of approved brand and three or more coat of exterier plastic emulsion paint of approved brand over the

prepared surface. Over this art painting work to be done as per direction and design pattern approved by Engineer-

incharge.The work encludes the cost of centring, suttering, scafolding and clearing the site properly after completion of

work. The work also encludes the cost of all material, manpower, stencils etc. required for art paintng.

41 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia 1580.00 Each 1486.72

holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings,

backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

42 Supply and installation of Mono absorbent noise barrier. Noise barrier shall be standards for both acoustic and 1036.80 Sqm. 7238.00

mechanical behaviours as per the provisions of IRC SP:130-2022 (Guidelines on design and installation of Noise barrier

on roads) with valid EN Certifications as per EN 1793 & 1794 specifications. Noise barrier panels must be ARAI

(Automotive Research Association of India) or government laboratory approved. Acoustic and non-Acoustic

Characteristics panels must confirm to the requirements of Table 5.2 and 5.3 of IRC SP:130-2022. 70-80-micron

galvanum powder coated of approved RAL shade 115mm to 120 mm thick mono absorptive sound insulated panels

with tongue and grooves shall be formed with special cold forming corrugation on GI sheets on both front and back for

additional mechanical strength. Panels are filled with water repellent FR grade 100mm thick 96kg/m3 density rockwool

as per ARAI or other government laboratory test report absorber slabs and with glass veil protection layers. Panels

should have drainage provision to avoid water logging inside. Total four numbers of panel shall be installed to cover

m height. Four number of panels should be of 3000x500x120mm shall be fitted within the H beams structure with

EPDM gasket as per approved drawings, Panels self-life 15-20 years. Noise barrier height 2.0 Meter from top of crash

barriers STC- 34-38/EN 1793— 2 NRC 0.9/EN 1793-1.

(a) 70% of Item rate should be payable after supplying of material at site with the required test.

(b) Remaining 30% of Item rate should be payable after installation and completion of the work.

Built up H beam sections of size 152x152 welded at 16mm steel base plates with additional stiffeners, both complying

with IS 2062 standards vertical post shall be fixed from back / Top of the concrete foundation / crash barrier with 6nos

of 8.8 grade chemical fastener of M16-200 MM, with chemical grout including all preparation of required smooth

surface and fixing of anchor with drill bits (Hilti, Fischer, Bosch or equivalent) at the distance of 3-meter c/c or as

required. All steel structure shall be hot dip Galvanized as per IS Standard and epoxy paint to 60 microns of approved

RAL shade. Structure shall be designed & calculated as per IS 875 guidelines for wind and other load factors.

43 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials on 3618.15 Smt. 42.76

road side and disposing off remaining stuff.

44 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand behind Abutments and returns and C.B.R. not 13075.87 Cum. 702.26

less than 10% below sub base course, C=0 & Ǿ=30˚ including carriage of material, spreading in uniform layer on prepare

base watering & compacting with vibratory roller at OMC incl. all labour etc. complete

45 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per GOG R & B Dept. GR 1425.00 Sqm. 353.37

પરચ/૧૦૨૦૨૦/૧૨૯૩/સી,તા.૧૭/૦૨/૨૦૨૧ including laying in proper grade and joint in complate as per detailed

specification and Drawing.

46 Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming 716.98 Cum. 277.14

and consolidating etc. complete.

47 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand 150 mm thick C.B.R. not less than 10% below 542.73 Cum 523.54

sub base course including carriage of material, spreading in uniform layer on prepare base watering & compacting with

vibratory roller at OMC incl. all labour etc. complete

48 Construction of compacted granular sub base ( Grade-I) 250 mm thick , Crushed B T materials of 53 mm to 9.5 mm @ 2743.28 Cum 1841.51

50 %, 9.5 mm to 2.36 mm @ 20 %, Below 2.36 mm @ 30 % ) by providing close graded matrial , mixing in a machanical

mix plant at OMC, carriage 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 401 (In 2 layer)

49 Providing and laying, spreading and compacting graded stone aggregate to wet mix macadam 250 mm thick 2743.28 Cum 2299.89

specification including premixing the material with water at OMC in mechanical mix plant carraige of mixed material by

tipper tp site, laying in uniform layers with mechanical means in sub-base/base course on well prepared surface and

compacting with vibratory roller to achieve the desired density. (IN 2 Layer)

50 Providing and laying 50/65 mm thick Dense Graded Bituminous Macadam using BT stone chips as per MoRTH 1388.55 M.T. 3777.05

gradation and specification with Bitumen Grade (VG 30) for mixing @ 45.00 Kg /MT of total Wt. of mix i.e (4.50 % of

total weight mix) including tack coat @ 2.5 kg/10 smt with Bitumen Grade (VG-30) and mixing aggregate & asphalt by

batch mix plant and spreading the same by sensor paver finisher including rolling & consolidation with 10-12 tonne

vibratory roller & providing all materials equipment's tools & plants, fire wood, oil , kerossene,labour charges , using

contractor 's own machinery etc Complete as directed by engineer in charge as per MoRTH Specification Grading-II

(26.5 mm nominal aggregate size)

51 Providing and laying 40mm Bitumenous Concrete using asphalt VG-30 Grade at a Rate of 55.00 Kg / 1-M.T. of Mix for 1053.41 M.T. 4157.48

Mixing using silane modified bitumen at the rate of 0.1% of asphalt weight & crushed aggregate as specified (M.O.R.T &

H Specification Clause No. 509 Grade-I) and aggregates by contineous Batch Mix Plant & transporting and spreading the

same by paver finisher including consolidation with vibratory roller and providing, operating plant machinaries,

equipments, tools plants, oil, fire wood, kerosene and all labour charges etc. complete.

52 Providing and laying a priming coat with emulsion SS-1 grade and spraying emulsion with spray set fitted on mechanical 10973.12 Smt. 83.93

bouzer using emulsion at the rate of 7.50 Kg./10 Sqm. on WMM surface incl.cleaning the surface etc. complete.

53 Providing and Casting in situ controlled Cement Concrete M-350 for R.C.C. Raft and cutt-off walls including necessary 3670.61 Cum. 4903.45

shuttering laying, vibrating, ramming and curing complete. For Retaining wall

54 Providing and casting in situ controlled cement concrete M-350 for R.C.C. Retaining wall as per drawings including 3198.35 Cum. 5510.66

centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.(B) Height from 0.0 to

5.0 M. For Retaining wall

Description of Item Quantity Unit Amount

55 Providing and fixing in position (Thermo mechanically Treated bars) TMT Fe 550 D conforming to IS 1786 reinforcing 549.52 M.T. 80979.19

bars of various diameters for Retaining wall, Pedestals etc. as per detailed designs and drawings schedule and as

directed by engineer in charge.

The rate includes supply, loading, unloading, transporting to site cutting, bending, hooking the bars, binding with

SWG GI wires with cost of all equipment, supervisor, taxes, machineries, reinforcement overlap if required labor,

materials, tools, plants, equipments as required with all lifts and leads placing, tying in position with binding wire,

welding, forming the cage and placing it in position etc. Welding and supporting in position to ensure lines and levels

during concreting, maintaining proper cover / spacing, etc. complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

56 Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M200 482.42 Sqm 691.04

pnumatic compressed by mechanically pressed and as per approved design including 75mm Sand layer for levelling

and filling the joint with sand in proper line and level etc complete.

57 Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in Kerb using 6 mm to 43.42 Cum. 5078.51

20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per

specification and as directed in charge.. The rate is inclusive of all materials, including necessary mixing in batch mix

plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor's labor, tools &

plants, machineries, as required with including cost of finishing equivalent to F3 type exposed concrete and form mark.

58 Providing and laying weep holes in abutments and returns ny using A.C. pipe of 100mm including laying in proper grade 4137.00 Nos. 89.20

and joint in complete as per detailed specification and as directed by engineer in charge in charge.

59 Providing and laying - 600mm thick Filter media directed at the back of abutments, returns and wing walls as per 4136.69 Smt. 1262.74

detailed specifications.

60 Box cutting the road surface to proper slope and chamber for making a base for road work including removing the 2942.49 cum 109.24

excavated stuff and depositing on the road side slope as directed up to 50 mt. lead.

61 (A) Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with 3.00 Ton 74781.41

high intensity retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause

802.2 and 802.3 and installed as per clause 802.7 over a designed support system of galvanised steel trestles and

trusses of sections and type as per structural design requirements and approved plans

I -For Gantry Truss with Vertical structural Support as per approved design

61 (B) II - Aluminium alloy plate for over head sign complete with reflective sheet of approved make and lettering 93.00 sqm. 591.86

etc.(Reflective sheet of grade 7/8)

62 Regulatory / Mandatory signs : Providing and fixing regulatory sign board made out of 2mm aluminum sheet / 4 mm 17.00 Nos. 3540.12

ACP (Aluminum composite Panel); size 60 cms diameter circle as per the 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 retroreflective with High intensity Prismatic grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. specifications; 3.6 mtr long stand post of iron Angle 75 X 75 X 6 mm / 65 NB Circilar 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 the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 C.C block of size 45 x 45 x 60 cms for each leg, including excavation curing etc. complete

under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered

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

63 Facility Informatory sign : Providing and fixing sign boards made out of 2mm aluminum sheet / 4 mm ACP (Aluminum 22.00 Nos. 3990.64

composite panel) size 80 x 60 cms rectangle as per the design of IRC-67-2012 pretreated with phospheting process &

acid etching coated with one coat of epoxy primer and two coats of best quality epoxy paint, reflectorised with High

intensity presmatic grade retroreflective sheeting of type-4 as per ASTMD 4956 & latest M.O.S.T. specification, 3.6 mt

long stand post of iron angle 75 x 75 x 6 mm / 65 NB circular M.S. pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3 mm painted with best quality epoxy coating 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 C.C 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 waranty for 7 years for the retro reflective sheeting form original manufactural & a certified copy of 3 year

out door exposure test report from third party test lab for the product offer shall be submitted by contractor (B) Class

B Type -4 Retro reflective sheeting.

64 Cauntionary Warning sign : Providing and fixing sign boards made out of 2mm aluminum sheet / 4 mm ACP (Aluminum 19.00 No. 3906.19

composite panel) size 90 x 90 x 90 cms equilateral triangle as per the design of IRC-67-2012 pretreated with

phospheting process & acid etching wicoated with one coat of epoxy primer and two coats of best quality epoxy paint,

reflectorised with High intensity prismatic grade retroreflective sheeting of type-4 as per ASTMD 4956 and latest

mtr long stand post of iron angle 75 X 75 X 6 mm / 65 NB circular M.S. pipe as required & frame fabricated from

suitable size iron angle of 35 x 35 x 3 mm painted with best quality epoxy coating 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 C.C

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 waranty for 7 years for the retro reflective sheeting from original manufacturer and a certified copy of

year out door exposure test report from third party test lab for the product offer shall be submitted by the contractor

(B) Class-B Type-4 Retro Reflective Sheeting.

65 Providing and casting in situ controlled cement concrete M-250 for R.C.C. wall as per drawings including centering 1226.00 cum 5272.78

shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.(B) For Storm water drainage

Description of Item Quantity Unit Amount

66 Providing and fixing in position (Thermo mechanically Treated bars) TMT Fe 550 D conforming to IS 1786 reinforcing 104.21 M.T. 80979.19

bars of various diameters for Storm water Drainage etc. as per detailed designs and drawings schedule and as directed

by engineer in charge.

The rate includes supply, loading, unloading, transporting to site cutting, bending, hooking the bars, binding with

SWG GI wires with cost of all equipment, supervisor, taxes, machineries, reinforcement overlap if required labor,

materials, tools, plants, equipments as required with all lifts and leads placing, tying in position with binding wire,

welding, forming the cage and placing it in position etc. Welding and supporting in position to ensure lines and levels

during concreting, maintaining proper cover / spacing, etc. complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

67 Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable 378.00 Cum. 577.92

materials with all lead and lift.

68 Providing and laying controlled cement concrete M.250 and curing complete including the cost of formwork and 60.71 Cum. 5844.20

excluding the cost of reinforcement for reinforced concrete work in (C) Slabs, landing, shelves, balconies lintels, beams,

girders and cantilever upto floor two level.

69 Providing and laying controlled cement concree M.250 and curing complete including the cost of formwork and 38.63 Cum. 4735.86

excluding the cost of reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts.

70 Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation 52.68 Cum. 4244.85

and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional

71 Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in 225.36 Cum. 4533.57

superstructure above plinth level in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional, At Ground Floor

72 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior 1120.00 Sqm. 185.41

plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

73 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundation etc. in layers not exceeding 100.03 Cum. 136.92

20cm. In depth consolidating each disposited layer by ramming and watering.

74 Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, binding and placing in position complete 10647.75 Kg. 94.99

upto floor two level

75 (A) Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required 581.25 Cum. 155.25

as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to

all required lead cleaning the site etc. complete for all lifts and strata as specified.

(A) In hard murram, boulders incl. macadam road

Upto 1.50 mt depth

75 (B) (B) In hard murram, boulders incl. macadam road 941.26 Cum. 170.20

1.50 mt to 3.00 mt depth

75 (C) (C) In hard murram, boulders incl. macadam road 1134.38 Cum. 177.10

3.00 mt to 4.50 mt depth

75 (D) (D) In hard murram, boulders incl. macadam road 356.26 Cum. 185.15

4.50 mt to 6.00 mt depth

76 Providing bedding incl. ramming. Watering, levelling, consolidating etc. complete as per standard and instruction of 174.00 Cum. 378.35

engineer incharge As above with required quality Sand brought from outside including all lead

77 Providing and supplying ISI Standard R.C.C. pipes (of sulphate Resisting Cement) in standard lengths of NP3 class 450 900.00 Rmt. 1361.00

mm diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete (IS -

Note : One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One

rubber ring should be supplied with each full length socketed pipe, cost included in rates below.

78 Lowering, laying and jointing R.C.C. pipes in C.M. 1:1½ of Class NP3 and 450 mm diameters in proper position, grade 900.00 Rmt. 196.65

and alignment at all level as directed by Engineer- in - charge including conveyance from stores to site of work, labour,

giving hydraulic testing as per ISI code.

79 Providing and supplying ISI Standard R.C.C. pipes (of sulphate Resisting Cement) in standard lengths of NP3 class 300 840.00 Rmt. 755.00

mm diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete (IS -

Note : One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One

rubber ring should be supplied with each full length socketed pipe, cost included in rates below.

80 Lowering, laying and jointing R.C.C. pipes in C.M. 1:1½ of Class NP3 and 300 mm diameters in proper position, grade 840.00 Rmt. 136.85

and alignment at all level as directed by Engineer- in - charge including conveyance from stores to site of work, labour,

giving hydraulic testing as per ISI code.

81(A)( Providing and constructing Sewer manholes, scraper manholes and unit house connection chamber, as per the type 19.00 Nos. 14005.85

1) design in brick masonry in C. M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping

with reinforcement in R.C.C. M.200 fixing C. I. steps and fixing manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house connection chambers and fixing Manhole covers (but excluding

supplying of manhole covers) over scraper manhole etc. complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type design complete as per latest CPHEEO manual. (excl. excavation).

(A) Manhole type "A" Circular Type having inside diameter of 1200 mm for depth upto 1.5 m depth (for 150 mm to

(1) Manhole type "A" as above but upto 1.0 M depth.

81(A)( (2) Extra depth beyond 1.0 M. but upto 1.50 M. depth for "A" type Manhole above. 9.50 Rmt. 7622.20

Description of Item Quantity Unit Amount

81(B)( (B) Manhole type "B" Circular Type having inside diameter of minimum 1500 mm and for depth from 1.5 m to 4.0 M. 22.00 Nos. 24283.40

1) (for 150 mm to 600 mm dia sewers)

Manhole type "B" as above but upto 1.5 M depth.

81(B)( (2) Extra depth beyond 1.5 M. but upto 4.0 M. depth for type "B" Manhole above. 33.00 Rmt. 14159.95

81(C)( (C) Manhole type "C" Circular Type having inside diameter of minimum 1500 mm and for depth beyond 4.0 m to 6.0 M. 24.00 Nos. 60844.20

1) (for 150 mm to 1800 mm dia sewers)

Manhole type "C" as above but upto 4.0 M depth.

81(C)( (2) Extra depth beyond 4.0 M. and upto 6.0 M. depth for type "C" Manhole above. 18.00 Rmt. 21607.35

82(A) RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & 65.00 Nos. 1121.00

cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat,

curing mold work etc. (A) Heavy duty Frame suitable for 50cm opening of MH

82(B) (B) Cover suitable for 50 cm. opening of M.H. 65.00 Nos. 1173.00

83 Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a 2810.73 Cum. 25.30

radius of 3 km.

84(A) Dewatering in all sorts and soft murrum, hard murrum and boulders, soft rock, upto 1.50 mt. depth from G.L. 2656.89 Cum. 19.55

84(B) Extra for dewatering in all sorts of strata's for each 1.5 mt. or part thereof 1.50 mt. depth. 2075.64 Cum. 11.50

85(A) Labour charges for repairing of leakage in CI/DI pipeline of falling diameter at different places including necessary 20.00 Nos. 1135.05

excavation manually or by mechanized excavation, removing of mud, cleaning of pipe and leakage portion, cutting the

pipeline & removing piece of pipe from trench with inclussive of mechanical deviced JCB, Hydra/Crain if necessary &

labours required with providing material such Turened C.I.D. joints with nut bolt, rubber rings etc. comp. (incl. all

material but Exclu. cost of pipe)

(A) 100 mm Dia.

86 Temporary/Permanent plugging and blocking of sewer line, branch connections and diversion of flows and removal of 65.00 Nos. 1725.00

all plugs, etc.(Job Connection)

(b) 400 to 500mm dia. Sewer line

87 Drilling of 900 mm dia. Horizontal borehole for waterman pipeline under the railway tracks incl. all strata with required 1.00 Nos. #########

length incl. fixing of 800 mm dia. M.S. casing pipe of minimum 12mm thick or IRS casting pipe with welding pushing etc.

complete. Providing & fixing various size of pipe for 406.4 mm/457mm/508mm dia watermain of G.I./M.S. pipe of

minimum 6.3mm thick for railway permises as per instruction & regulations of Railway authority & under supervision of

Railway authority and Providing & supplying, fixing of spacer at specified interval if requiredif required between casing

pipe and water main ISI make sluice valve of required size at both side of railway boundary with construction of

brickedge pavement and C.C. encasing 1:3:6 in 10 mtr length of pipe at bot side. incl. Providing & fixing of M.S./Iron

Manhole frame with cover for valve chamber with loacking arrangement etc. complete with all material labour

fabrication, hydraulic testing of pipe & valve etc. complete for 45 mt. length which includes horizontal pushing and with

open excavation.

M.S. Casting Pipe + Water Main size 457mm

88 Drilling of 300mm dia Horizontal borehole for watermain pipeline under the railway tracks incl all strata with requried 1.00 Nos. 128027.20

length including fixing of 250mm dia MS casing pipe of minimum 5mm thick Or IRS Casing Pipe with welding pushing

etc complete. Providing & fixing various size of pipe for 150/168mm dia watermain of G.I/M.S pipe of minimum 6.3mm

thick for railway permises as per instruction &

regulations of Railway authority & under supervision of Railway authority incl Provinding, supplying & fixing of spacer

at specified interval if required between Casing pipe and water main, ISI make sluice valve of required size at both side

of railway boundry with construction of brickedge pavement including C:C encasing 1:3:6 in 10mtr length at both side.

Incl provinding & fixing of M.S/Iron Manhole frame with cover for valve chamber with loaking arregment etc complete

with all material labour fabrication,hydraulic testing of pipe & valve etc complete for total 45 mt Length which includes

horizontal pushing and with open excavation.

89 Drilling of 500mm dia Horizontal borehole for watermain pipeline under the railway tracks incl all strata with requried 1.00 Nos. 351099.60

length including fixing of 400mm dia M.S.casing pipe of minimum 6mm thick with welding pushing etc complete

Providing & fixing various size of pipe for 193.7mm/219.10mm/244.5mm dia watermain of G.I/M.S pipe of minimum

6.3mm thick for railway permises as per instruction &

regulations of Railway authority & under supervision of Railway authority incl Provinding, supplying & fixing of spacer

at specified interval if required between Casing pipe and water main, ISI make sluice valve of required size at both side

of railway boundry with construction of brickedge pavement incl C:C encasing 1:3:6 in 10mtr length of pipe at both

side. Incl provinding & fixing of M.S/Iron Manhole frame with cover for valve chamber with loacking arregment etc.

complete with all material labour fabrication,hydralic testing of pipe & valve etc complete for 45 mt Length.which

includes horizontal pushing and with open excavation.

90 Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI marked copper wires of following 669.60 Mtrs. 44.00

size to be erected as directed.(e) 1.50 Sq.mm 3 core round PVC sheathed.

91 Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage of 1Watt and above 124.00 Nos. 6501.00

assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum

housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/

lenses with company mark/name engraved or embossed 120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT

5000 K to 5700K,Uniformity ratio >0.45, Luminaire efficiency> 100 lumens/watt . LED driver efficiency > 85 %. CREE /

OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED used for luminaire. ( Each fittings required

LM-79 & LM-80 certificates)(A) Street Light (IP-65), Surge -4KV.(iv) 90 Watts Cat-llI Make-Havells, Philips, Wipro or

92 Providing Approved make Triple Pole Metal Clad Switch Fuse Unit 415/500 V. with HRC fuse of suitable load and 2.00 Nos. 2085.00

neutral link confirming to IS.(a) 32 A Cat.III "Make-Schneider, L&T, ABB, Seimens"

93 Miniature circuit breaker single pole 1A to 32A suitable to operate on 240 V A.C. system and having breaking capacity 124.00 Nos. 111.00

10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark. Cat-III."Make-Schneider, L&T, ABB,

Description of Item Quantity Unit Amount

94 Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having 10KA breaking capacity & confirms 4.00 Nos. 573.00

to IS :8828 in existing box having following capacity (a) 6 to 32 Amp. Cat.III "Make-Schneider, L&T, ABB, Seimens"

95 Providing and erecting HOT deep Galvanised iron strip/ wire 8 to 16 SWG. 162.00 kgs 77.00

96 Providing , erecting , fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. angles, 186.00 kgs 77.00

flats, bars, channels, sections complete with cutting, welding, grinding & finishing duly painted with one coat of red

oxide with erection on site as per direction of engineer in charge with necessary grouting, cementing, plastering &

finishing complete.

97 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid 2257.00 Mtrs. 123.00

on wall with necessary clamps or in existing trench / pipe of following size of cables(b) 4 core 6 Sq. Mm "Make-Havells,

RR Kabel, Finolex or Polycab"

98 Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II 800.00 Mtrs. 62.00

)with necessary connecting accessories of same material at required depth for laying of cable. below ground / road

surface for enclosing cable and back filling the same to make ground as per original.(A)50 mm dia

99 Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable 144.00 Nos. 38.00

complete with out going tails, insulating tape etc for following size of cables. (c) 2 to 4 core 6 Sq. mm

100 Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high 576.00 Nos. 6.00

pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner.(A)

101(A) Providing and fixing approved make Octagonal poles. Made from HR sheet steel. The pole should be made as per IS. 62.00 Nos. 8111.00

and shall be coated with hot dip galvanizing as per IS 2629/4759. with required base plate suitable suspend local wind

speed to be erected on suitable foundation (including) with necessary nut bolts and required concreting.(D) 6 Mtr. Long

70 mm Top X 135 mm bottom dia, 3 mm thickness "Make-Bajaj, Transrail, walmount, Utkarsh"

101(B) .---do---.(E) 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness "Make-Bajaj, Transrail, valmont, Utkarsh" 10.00 Nos. 11299.00

I / We am / are willing to carry out the work at…………………. % above/ below percent (Should Be written in figures and words) of the estimated rate mentioned above Amount of

Estimated amount put to tender Estimated amount put to tender

Deduct…….………% below Add………………..% Above

In words In words

1 The Contractor shall exhibition 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 labourcess 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