Approach Portion for ROB in lieu of LC-232/B at Kalol (Re invitation): Construction of proposed approach portion for ROB 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 934.44 Cum. 403.75

materials with all lead 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 399.89 Cum. 1110.75

with all lead and lift. (i) R.C.C. work

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

of soils, such as sand, 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 1606.00 Rmt. 4686.82

means of hydraulic pilling 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,

(A) For 1200 mm Dia.

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

in-situ concrete piles 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 1256.17 Cmt. 3711.49

leveling course below 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 1517.07 Cum. 4967.27

6 mm to 20 mm machine 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.

Description of Item Quantity Unit Amount

11 Providing and placing with tremie reinforced cement concrete M40 grade in bored hole using 298.44 Cum. 5046.57

6 mm to 20 mm machine 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 72.00 No. 900.00

weak concrete at the top of 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 958.44 Cum. 5166.31

concrete in Pile Cap 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 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.

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

conforming to IS 1786 reinforcing 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 1.00 Nos. 500000.00

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 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 2.00 Nos. 65000.00

16 Providing and casting in-situ Reinforced Cement Concrete M35 grade controlled cement 344.04 Cum. 5510.66

concrete in Pier, Abutment & 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

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.

Description of Item Quantity Unit Amount

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

Dirt Wall, and seismic 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

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.

(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 151.05 M.T. 80979.19

conforming to IS 1786 reinforcing 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 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.

19 Providing and fixing in position fully moulded restrained elastometric Bearings as per detailed 1320000.00 Cu.Cm. 0.90

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

microns for foundations /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 8394.11 Smt. 377.43

concrete work with one coat of 20 micron (DFT) of Epilux 4 clear lacquer of Berger paint India

Ltd or equivalent as primer and two coat each of 35 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 1199.16 Cum. 6078.89

structure including centering shuttering scaffolding ramming, vibrating, curing and finishing

T-Beam and deck type of super structure

(i) Deck slab, Main and cross girder

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

conforming to IS 1786 reinforcing bars of various diameters for RCC work in Superstructure

as per detailed designs and drawings and schedule specification and as directed by engineer

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.

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 400.00 M.T. 169.92

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. as

per specification and as directed by engineer in charge

Description of Item Quantity Unit Amount

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

MoRTH Specification 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 67.20 Rmt. 7428.00

fixtures, components, 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 581.71 Cum. 5237.10

detailed drawings including 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 1483.24 Rmt. 621.92

inserts, fixing arrangement on 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 30.60 Cum. 5362.73

concrete in approach slab 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 194.40 Cum. 5663.16

wearing coat laid as directed including temping vibrating etc. complete.

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

conforming to IS 1786 reinforcing 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 1526.28 M.T. 8729.43

micron to reinforcement bars 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 72.00 Nos. 536.03

grating with suitable clean out fixtures including all leads and lifts etc. complete as per

specification, design & drawings and as directed by Engineer.

34 Providing and applying Synthetic Enamel Paint Alternate Black & Yellow on crash barrier and 1802.63 Sqm. 81.81

Kerb with one coat of 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 518.40 Rmt. 95.95

IS:14930-II) of 90mm O.D. 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 745.03 Smt. 367.72

reflectorising glass beads @ 250 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 603.00 Nos. 375.72

compressed molding with 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

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

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 (1 cement :

3 fine sand) etc complete.

Description of Item Quantity Unit Amount

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

with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 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.

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

water coat putty of approved 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 1580.00 Each 1486.72

(Avenue trees) in 0.60 m dia 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 1036.80 Sqm. 7238.00

both acoustic and 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 2.0 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

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

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

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

43 guidelines gravelled

Scarifying for wind and other load

macadam factors. macadam surface 6 cm to 10 cm.depth including

or bitumen 3618.15 Smt. 42.76

stacking useful materials on road side and disposing off remaining stuff.

44 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand behind Abutments 13075.87 Cum. 702.26

and returns and C.B.R. not 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 716.98 Cum. 277.14

including watering, ramming and consolidating etc. complete.

47 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand 150 mm thick C.B.R. 542.73 Cum 523.54

not less than 10% below 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.

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

materials of 53 mm to 9.5 mm @ 50 %, 9.5 mm to 2.36 mm @ 20 %, Below 2.36 mm @

% ) 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)

Description of Item Quantity Unit Amount

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

250 mm thick 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 1388.55 M.T. 3777.05

chips as per MoRTH 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 @

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 1053.41 M.T. 4157.48

55.00 Kg / 1-M.T. of Mix for 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.

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

52 Providing and laying a priming coat with emulsion SS-1 grade and spraying emulsion with 10973.12 Smt. 83.93

spray set fitted on mechanical 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 3670.61 Cum. 4903.45

walls including necessary shuttering laying, vibrating, ramming and curing complete. For

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

per drawings including centering shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete.(B) Height from 0.0 to 5.0 M. For Retaining wall

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

conforming to IS 1786 reinforcing 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 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.

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

of concrete M200 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 43.42 Cum. 5078.51

concrete in Kerb using 6 mm to 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 4137.00 Nos. 89.20

including laying in proper grade 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 4136.69 Smt. 1262.74

and wing walls as per detailed specifications.

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

including removing the excavated stuff and depositing on the road side slope as directed up

to 50 mt. lead.

Description of Item Quantity Unit Amount

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

sheet reflectorised with 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

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 93.00 sqm. 591.86

and lettering etc.(Reflective sheet of grade 7/8)

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

aluminum sheet / 4 mm 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

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

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 22.00 Nos. 3990.64

/ 4 mm ACP (Aluminum 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

64 Cauntionary Warning sign : Providing and fixing sign boards made out of 2mm aluminum 19.00 No. 3906.19

sheet / 4 mm ACP (Aluminum 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 3.6 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 3 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 1226.00 cum 5272.78

drawings including centering 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 104.21 M.T. 80979.19

conforming to IS 1786 reinforcing 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 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.

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

disposal of unserviceable materials with all lead and lift.

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

cost of formwork and 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 38.63 Cum. 4735.86

cost of formwork and 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 52.68 Cum. 4244.85

kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B)

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

kg./Sq.Cm. in 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 1120.00 Sqm. 185.41

brick walls for interior 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 100.03 Cum. 136.92

layers not exceeding 20cm. In depth consolidating each disposited layer by ramming and

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

placing in position complete upto floor two level

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

shoring and struting if required 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 174.00 Cum. 378.35

standard and instruction of 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 900.00 Rmt. 1361.00

lengths of NP3 class 450 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 - 458/1989)

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 900.00 Rmt. 196.65

proper position, grade 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.

Description of Item Quantity Unit Amount

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

lengths of NP3 class 300 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 - 458/1989)

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 840.00 Rmt. 136.85

proper position, grade 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 19.00 Nos. 14005.85

1) chamber, as per the type 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 500 mm dia sewers)

(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

81(B)( (B) Manhole type "B" Circular Type having inside diameter of minimum 1500 mm and for 22.00 Nos. 24283.40

1) depth from 1.5 m to 4.0 M. (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 24.00 Nos. 60844.20

1) depth beyond 4.0 m to 6.0 M. (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 65.00 Nos. 1121.00

precast RCC M.200 Frame & 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 2810.73 Cum. 25.30

as directed within a radius of 3 km.

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

depth from G.L.

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 20.00 Nos. 1135.05

including necessary 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 65.00 Nos. 1725.00

of flows and removal of all plugs, etc.(Job Connection)

(b) 400 to 500mm dia. Sewer line

Description of Item Quantity Unit Amount

87 Drilling of 900 mm dia. Horizontal borehole for waterman pipeline under the railway tracks 1.00 Nos. 1624325.55

incl. all strata with required 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 1.00 Nos. 128027.20

incl all strata with requried 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

89 Drilling of 500mm dia Horizontal borehole for watermain pipeline under the railway tracks 1.00 Nos. 351099.60

incl all strata with requried 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 669.60 Mtrs. 44.00

copper wires of following size to be erected as directed.(e) 1.50 Sq.mm 3 core round PVC

91 Supplying and erecting LED street light / Flood light fittings with High power White LEDs 124.00 Nos. 6501.00

wattage of 1Watt and above 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 2.00 Nos. 2085.00

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

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

having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with

ISI Mark. Cat-III."Make-Schneider, L&T, ABB, Seimens"

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

breaking capacity & confirms to IS :8828 in existing box having following capacity (a) 6 to

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 186.00 kgs 77.00

proper size of M.S. angles, 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

Description of Item Quantity Unit Amount

97 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium 2257.00 Mtrs. 123.00

conductor for 1.1 KV. to be laid 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 800.00 Mtrs. 62.00

polyethylene(conforming to IS 14930 II )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 144.00 Nos. 38.00

insulated armoured cable 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 576.00 Nos. 6.00

evenly crimped with high pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.(A) 1.5/ 2.5/4/6 Sq.mm

101(A) Providing and fixing approved make Octagonal poles. Made from HR sheet steel. The pole 62.00 Nos. 8111.00

should be made as per IS. 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

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, 10.00 Nos. 11299.00

Transrail, valmont, Utkarsh"

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

Estimated amount put to tender Estimated amount put to tender

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

In words In words