WIDENING OF NARMADA MAIN CANAL BRIDGE ON BOTH SIDES ON GANDHINAGAR- KOBA -AERODRAM ROAD.

Name of Work : WIDENING OF NARMADA MAIN CANAL BRIDGE ON BOTH SIDES ON GANDHINAGAR– KOBA –ADRODA ROAD

Memorandum showing items of works to be carried out :

Items Quantities

Item of Work In figures UNIT According to Estimated

No. Estimated In words

Rs. Ps. Quantities

1 3 Clearing and grubbing road, land including uprooting rank 28,455.09 Rupees Twenty Hectare

vegetation grass bushes,shrubs,sapling and trees girth up to Eight Thousand

300 mm removal of stumps of trees cut earlier and disposal of Four Hundred

unserviceable materials (C) By mechanical means in area of Fifty Five and Nine

light jungle Paise Only

2 1 Carry out complete alignment survey work by total station 34,264.25 Rupees Thirty Km

along bridge alignment, cross roads 100m. both sides, 200m. Four Thousand

additional length from both ends of bridge including marking Two Hundred

of centre line of alignment, taking ground level details of Sixty Four and

existing structures, details of all manholes, catchpits, existing Twenty Five Paise

utility services, light poles, trees, over head electrical lines, Only

BSNL section pillar/ box, Torrent electrical boxes, PMT

including number marked on them, road dividers, foot paths,

etc. within construction area and additional areas/ lengths if

required. Rate includes fixing necessary reference pillars,

establishing bench mark, establishing foundation layout on

ground, including submission longitudinal section, cross

section and drawing report of survey work in three hard

colour copies with soft copy in CD to Engineer-in-charge as

directed for flyover and approaches. Submission of drawing in

hard copy and AutoCAD soft copy as per specification.

3 240 Carryout soil investigation work including drilling 150 mm dia 2,055.35 Rupees Two Rmt

boreholes in all sorts of soil, ordinary rock and hard rock, upto Thousand Fifty

maximum depth as mentioned, collecting undisturbed Five and Thirty

samples and conducting standard penetration tests alternate Five Paise Only

at an interval of 1.5 to 2.0 m. depth, conducting necessary

laboratory tests for all type of classification and determination

of soil parameters like density, shear and consolidation

parameters if required, including submission of report in three

copies covering investigation data and recommendation for

SBC and the pile capacity considering the design criteria, all as

per specification. Agency for soil investigation work shall be

suggested by Engineer in charge.

1) The rate is inclusive of submitting soil investigation report

in three sets in hard copy as well soft copies.

2)The rate is inclusive of all materials with contractor's labour,

tools and plants, machineries, as required.

3) The rate is inclusive of all taxes including services tax.

For up to 40 Mt. depth

4 450 Cutting of trees, including cutting of trunks, branches and 3,973.24 Rupees Three Nos

removal of stumps, roots, stacking of serviceable material Thousand Nine

with all lifts and lead(up to 15km), earth filling in the Hundred Seventy

depression/ pit. Three and Twenty

Any of the Girth from Four Paise Only

5 82 Demolition and disposal of unserviceable materials with all 639.72 Rupees Six Cum

lead and lift.(i) Unreinforced Concrete Hundred Thirty

Nine and Seventy

6 1082 Scarifying gravelled macadam or bitumen macadam surface 6 42.76 Rupees Forty Two Sqm

cm to 10 cm.depth including stacking useful materials on road and Seventy Six

side and disposing off remaining stuff with all lifts and leads Paise Only

As directed by engineer in charge.

7 30 Demolition including stacking of serviceable materilas and 1,110.75 Rupees One Cum

disposal of unserviceable materials with all lead and lift as Thousand One

directed by engineer in charge. (i) R.C.C. work Hundred Ten and

Seventy Five Paise

8 24 Demolition of Brick work and stone masonry including 577.92 Rupees Five Cum

stacking of serviceable materilas and disposal of unserviceable Hundred Seventy

materials with all lead and lift as directed by engineer in Seven and Ninety

charge.(ii) In Cement Mortar. Two Paise Only

9 250 Dismantling/ removing any type of service pipe lines of any dia 2,294.52 Rupees Two Rmt

upto any depth including excavtion, removing of pipe, back Thousand Two

filling, watering, compaction, including tools, plants and Hundred Ninety

scaffolding wherever necessary, sorting the dismantled Four and Fifty Two

material, disposal of unserviceable material and stacking the Paise Only

serviceable material with all lifts and leads as directed by

engineer in charge.

10 131773 Dismentling steel work including distempering and stacking 3.85 Rupees Three and Kg

the materials with all lead and lift. Eighty Five Paise

11 59 Dismentling of existing any type of fencing including making 70.15 Rupees Seventy Rmt

rolls and also including dismentling fencing posts including all and Fifteen Paise

earth work concrete in base and making good the disturbed Only

ground stacking useful materials as directed and disposing as

directed and disposing of the unserviceable materials with all

lead and lift as directed by Engineer-in-charge.

12 407 Removal of existing any type of paving or paving stones of any 114.08 Rupees One Sqm

type, any size, any thickness in required depth including Hundred Fourteen

removing paver with soil sub base and breaking sub base i.e and Eight Paise

concrete or metaling etc under the supervision of concerned Only

department, disposal unserviceable material with all lifts and

up to any lead at non objectional place and stacking the

serviceable material (paver etc) upto near by store of client

including loading, unloading as directed by Engineer-in-

13 300 Removal of existing kerb stones of any type, any size, any 25.05 Rupees Twenty Rmt

thickness in required depth including removing kerb with base Five and Five Paise

PCC including excavation, disposal unserviceable material with Only

all lifts and up to any lead at non objectional place and

stacking the serviceable material (kerb) upto near by store of

client including loading, unloading as directed by Engineer-in-

14 6756 Providing and installation of Temporary barricading with retro- 981.33 Rupees Nine Sqm

reflective paint/ film/ tapes (Upto 3.0Mt. height) as specified Hundred Eighty

in the drawing & specifications for the construction of road One and Thirty

work, along with necessary diversion arrangement for existing Three Paise Only

traffic movement in an unobstructed condition, all relevant

markings, sign boards and illumination as per relevant

MORT&H specification. Precoated galvanised iron profile

sheets shall be of approved make and shade having 0.50 mm

(+0.05 %) total coated thickness with zinc coating 120 grams

per sqm as per IS: 277, in 550 mpa steel grade, 5-7 microns

epoxy primer on both side of the sheet and polyester top coat

Rate to be inclusive of all materials, fabrication works, paint

works for information (retro reflective paint), foundation

works, transportation, loading, unloading, installation,

dismantling and inclusive of all taxes and including the same

design for providing openable gates. No extra rental will be

given to the contractor in case of any delays from his part for

construction or due to any valid time limit extensions. Each

barricading sheet is to be numbered with a unique number.

The barricading provided shall be retained in position at site

continuously i/c shifting of barricading from one location to

another location as many times as required during the

execution of the entire work till its completion. Rate include

its maintenance for damages, painting, all incidentals, labour

materials, equipments and works required to execute the job.

The barricading shall not be removed without prior approval

of Engineer-in-Charge. One time payment shall be made for

providing barricading from start of work till completion of

work i/c shifting. The barricading provided shall remain to be

15 254 the property

Supplying, of the contractor

installing, oncommissioning

testing, and completion of the work.

of blinker 3,731.95 Rupees Three No.

lights for use on road barricades, height barriers, or Thousand Seven

cautionary installations, including all necessary components Hundred Thirty

such as mounting brackets, pole fixing (if required), wiring, One and Ninety

and accessories. The blinker unit shall be securely fixed using Five Paise Only

PCC (1:2:4 mix) in foundation block of adequate size

(minimum 300x300x450 mm or as per site condition(if Req)).

All work shall be executed as per Clause 801 & 805 of MoRTH

Specifications and to the satisfaction of the Engineer-in-

16 10 Providing and fixing of solar-powered blinker with high- 12,680.55 Rupees Twelve No.

intensity LED bulb in round shape having a minimum diameter Thousand Six

of 300 mm. The unit shall include an integrated solar panel, Hundred Eighty

battery, charge controller, and all necessary components for and Fifty Five

autonomous operation. The blinker shall operate Paise Only

automatically from dusk to dawn. It shall be securely mounted

using suitable pole and brackets as required, with the pole

fixed in Plain Cement Concrete (PCC 1:2:4 mix) block of

adequate size (not less than 300x300x450 mm or as per site

condition(if req)). All materials, labour, tools, and equipment

required shall be included. The work shall be completed in all

respects as per Clause 801 & 805 of MoRTH Specifications and

to the satisfaction of the Engineer-in-Charge.

17 27 Providing and laying in situ M15 grade bedding concrete for 3,743.35 Rupees Three Cum

construction of cast in situ P.C.C block of standard size Thousand Seven

900x300x150min or as directed by Engineer in charge Hundred Forty

including groove in asphalt road pavment , white washing Three and Thirty

,shuttering, mixing in batch mix plant, compacting, curing etc. Five Paise Only

complete true to level and position as directed by Engineer

and as per specification. Concrete design mix is to be

submitted for approval to consultant and then design circle.

18 1 Providing floating platform 12.5 m x 12.5 m (Pontoon) 1,21,41,786.71 Rupees One Crore Job

required for Boring, piling, all concreteing & other Twenty One Lakh

construction activity etc. or of equivalent size and approved Forty One

materials including painting with iron primer etc. complete for Thousand Seven

piling works in river/ lake as per the directions of the engineer Hundred Eighty

in charge. For all construction activitties above water level Six and Seventy

upto completion of the project One Paise Only

19 2910 Empty boring through all sorts of strata for providing 1.20 4,686.82 Rupees Four R.mt.

Mt.diameter R.C.C. bored piles to required depth required Thousand Six

depthincluding providing necessary casing pipe with all plants Hundred Eighty

andequipments as required complete. Six and Eighty Two

20 3292 Providing and placing with tremie controlled cement concrete 4,967.27 Rupees Four Cu.mt.

M35 grade in RCC bored piles of any diameter using 6 mm to Thousand Nine

20 mm machine crushed well graded stone aggregate, natural Hundred Sixty

or crushed sand of approved quality, OPC 53 grade cement Seven and Twenty

with contractor's own concrete mix design, including Seven Paise Only

necessary mixing in fully automatic batch mix plant, transport,

curing, casting of pile of any dia above cut off level 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.1) Rate is Exclude

of reinforcement, initial pile load test, routine load test and

M.S. Liners, pipe for Integrity pile test using cross hole sonic

logging, but including temporary liners if required. 2) Rate is

inclusive of labour charges for insert of pipe for Integrity pile

test using cross hole sonic logging method. 3) Excluding

reinforcement, initial pile load test, routine load test and M.S.

Liners but including temporary liners if required. 4) Rate is

inclusive of 10% additional cement to be added over & above

the quantity of cement required for design mix M-35 concrete

for pile concreting in water. Payment for concrete shall be

done from Cut off level up to founding level and it should be

only based on theoretical dimension of Pile. Concrete design

mix is to be submitted for approval to consultant and then

21 173 Chipping and dressing of the RCC piles up to cut-off level B) 1,256.23 Rupees One R.mt.

1.2 DIA Thousand Two

Hundred Fifty Six

and Twenty Three

22 201 Providing steel Liner for curbs and steining for wells including 47,323.73 Rupees Forty M.T.

fabricating and setting out as per detailed drawing as Seven Thousand

directed. (more than 10 ton) Three Hundred

Rate shall include placing in position MS liner made of MS Twenty Three and

plate for initial length of cast-insitu concrete piles including all Seventy Three

operation such as straightening, cutting, bending to shape, Paise Only

welding, fabricating, driving, placing in position, applying coat

of primer and 2 coats of anticorrosive paint etc. complete as

per specification excluding temporary liner if provided. Depth

& thickness of liner shall be as per drawing.

23 1 Carrying out Static load test as per standard procedure laid 4,44,400.00 Rupees Four Lakh No.

down in the IS 2911 specification and maintaining complete Forty Four

records of load v/s settlement on test any load and dia of pile Thousand Four

constructed for the purpose including erection and removal of Hundred Only

loading platform with all contractor's materials, labour, tools

& plants, etc. complete with all necessary instrumentation,

high capacity hydraulic jacks, etc. complete as per

specification and for the test load as directed by Engineer-in-

1) Load test shall be continued till test load or soil failure

whichever is earlier.

2) Testing shall be carried out with loading frame with ground

anchors/anchor piles/kentledge with platform including all

necessary arrangement required for the test, as approved by

Engineer-in-charge.

3) Boring, concreting & reinforcement of test pile only shall be

measured separately in respective items subject to successful

completion of test.

4) If load test of pile is not completed successfully, payment

shall not be made for this test item as well as boring,

concreting and reinforcement of test pile for which test

carried out and another test pile shall be constructed.

Initial load test shall be Complete within 60 Days from date of

issue of Work Order.

24 97 Performing Integrity Test (low strain) on all vertical pile. The 1,126.15 Rupees One No.

item shall include chipping of weak concrete at the top of pile, Thousand One

leveling, bending of reinforcing bars, preparation of pile head Hundred Twenty

including testing with pile driving analyser or approved Six and Fifteen

equivalent. To be carried out at least 15 days after concreting Paise Only

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.

25 5 Carrying out High strain Dynamic Test on any working pile / 84,547.10 Rupees Eighty No.

Test pile as selected by the Engineer-in-charge. The test shall Four Thousand

be carried out by agency approved by engineer in charge as Five Hundred

per IRC-Notification 54 and submitting results /reports in Forty Seven and

three hard copies with soft copy in CD. Item includes all Ten Paise Only

necessary arrangements required for the test. (With guided

frame arrangement)

26 5 Performing Integrity Test using cross hole sonic logging on 25,957.00 Rupees Twenty No.

pile. The item shall include chipping of weak concrete at the Five Thousand

top of pile, leveling, bending of reinforcing bars, preparation Nine Hundred

of pile head including testing. To be carried out at least 15 Fifty Seven Only

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 D6760. The item is

including complete testing with approved apparatus, analysis

of results and conclusions including submission of test reports

in three hard copies alognwith soft copy. Payment shall be

made for number of pile tested.

Rate shall include providing of A class MS steel pipes of 50mm

outer diameter (four numbers and up to foundation level of

pile) as per technical specifications, 2.9mm thick (light) as per

IS:1239 in pile at time of casting to be used for cross hole

sonic test. Pipe shall extend from ground level to bottom of

pile where pipe shall be sealed at bottom. Rate shall also

include filling of tubes after sonic test using standard cement

non-shrink mortar before casting of pile cap.

27 5804 Excavation for pile caps, foundation of columns, toe wall, 624.57 Rupees Six Cu.mt.

retaining wall, approach slab, solid slab, pile cap beam, Hundred Twenty

Staircase Foundation trial pit for investigation of existing Four and Fifty

utility line etc. in all categories of soils, such as sand, clay, Seven Paise Only

murrum, gravel, pebble, boulder, cobble, soft rock, road crust

etc. as per specification for depth below ground level as

mention. Including to pay stacking of excavated stuff as

directed by EIC. The rate is inclusive of contractor's own

machinery and equipment, labour, taxes, temporary works,

consumables, lead & lift, 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 backfilling the approved excavated soil, clearing and

carting/ disposal of excess excavated earth for all lead and lift.

The rate is also inclusive of dewatering by manual or

mechanical means, if required.

a) Soils of all types up to 3.0 m depth including ordinary earth,

sand dry/ wet soil, marine clay, boulders, kankars, soft

murrum, hard murrum, etc.

28 902 Providing and casting in situ Ordinary cement concrete M-150 3,743.35 Rupees Three cum

for R.C.C. Raft and cut-off walls including necessary shuttering Thousand Seven

laying, vibrating, ramming and curing complete. Hundred Forty

Three and Thirty

Five Paise Only

29 1400 Providing and casting in-situ Reinforced Controlled Cement 5,166.31 Rupees Five cum

Concrete M35 grade controlled cement concrete in Pile cap of Thousand One

Piers & Abutment, Raft Foundation of Retaining wall using 6 Hundred Sixty Six

mm to 20 mm machine crushed well graded stone aggregate, and Thirty One

sand of approved quality, OPC 53 grade cement with Paise Only

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

The rate is inclusive of all materials, including necessary

dewatering, mixing in fully automatic 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 labour, tools & plants,

machineries, as required. Concrete design mix is to be

submitted for approval to consultant and then design circle.

30 200 Providing and casting in-situ Reinforced Cement Concrete 5,722.62 Rupees Five cum

M45 grade for RCC Dirt Wall, Pedestal & Seismic Arrester etc. Thousand Seven

using 6 mm to 20 mm machine crushed well graded stone Hundred Twenty

aggregate, sand of approved quality, OPC 53 grade cement Two and Sixty Two

with contractor's own concrete mix design etc. complete as Paise Only

per specification.

The rate is inclusive of all materials, including necessary

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

vibrating, placing in position, scaffolding, staging, normal

shuttering, formworks, deshuttering carefully, making good

the damages, fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's labour, tools

& plants, machineries, as required, with including cost of fair

finish form work.

Rates in items shall include cost of providing grooves (non

architectural), 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. Extra for exposed pattern

shuttering shall be paid relevant tender item. Concrete design

mix is to be submitted for approval to consultant and then

31 1319 Providing and fixing in position (Thermo mechanically Treated 88,118.46 Rupees Eighty M.T.

bars) TMT Fe550D Fusion bonded Epoxy coating conforming Eight Thousand

to IS 1786 reinforcing bars of various diameters for Pile, Pile One Hundred

Cap, Raft of Retaining wall, Pier, Pier cap, Abutment, Eighteen and

Abutment Cap, Retaining wall, Dirt wall, sidewall, Pedestals, Forty Six Paise

Seismic Arrester, PSC Box, RCC work in Superstructure, Crash Only

Barrier & Approach Slab and Footpath slab as per detailed

designs and drawings and schedule including cutting, bending,

hooking the bars, binding with 18 SWG GI wires with cost of

all labour, materials, tools, plants, equipments, supporting as

required with all lifts and leads etc. all complete as per

specification and as directed by Engineer

The rate includes for supply, loading, unloading, transporting

to site, cutting, bending, lap length, hooking, placing, tying in

position with contractor's own 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, all leads & lifts,

etc. including contractor's own equipment, labour, supervisor,

taxes, machineries, etc. complete as per drawings and

32 544 Providing and applying Coal Tar Epoxy protective paint in two 143.52 Rupees One Sqm

coats of DFT 200 microns for foundations / concrete surfaces Hundred Forty

in contact with soil complete as per specifications and as Three and Fifty

directed by the Engineer including all leads and lifts etc. Two Paise Only

33 2346 Providing and casting in situ or precast controlled Cement 8,758.22 Rupees Eight Cum

Concrete M-500 for prestressed concrete work in Super Thousand Seven

structure including centering, shuttering, curing, scaffolding, Hundred Fifty

ramming, vibrating, finishing, lauching or shifting complete.(I) Eight and Twenty

Solid Slab.(II) Deck Slab.(III) Main Girders.(IV) Diaphragm or Two Paise Only

34 135 Providing and fixing in position to exact profile high 72,402.66 Rupees Seventy M.T.

tensilesteel wires of required ultimate strength including Two Thousand

bending,cutting, tying providing necessary standard and Four Hundred Two

anchorages,sheathing, stressing, grouting, ducts as per and Sixty Six Paise

detailed drawingincluding necessary plant and machinery Only

35 3650 Launching in position, by any approved method, pre- 1,746.76 Rupees One M.T.

fabricated Steel Girders, precast PSC girders/slabs, casted at Thousand Seven

casting bed developed at site, to correct alignment and level Hundred Forty Six

over the bed block / pedestal with all required arrangements, and Seventy Six

complete in all respect. (PSC girders) Paise Only

36 Design, supply, fitting and fixing in position true to line and

level POT-PTFE bearing of 300MT Capacity, consisting of a

metal piston supported by a disc or un reinforced elastomer

confined within a metal cylinder, sealing rings, dust seals,

PTFE surface sliding against stainless steel mating surface,

complete assembly to be of cast steel / fabricated structural

steel, metal and elastomer elements complete as per IS:2062,

BS-5400, Bridge Code and as per approved drawing and

Technical Specifications. The design of the bearings shall be

submitted by the manufacturers / contractor and got

approved from Railway before fixing. Test report after

inspection of the bearings shall be submitted and got

approved before the materials are lifted from the

manufacturer premises.

12 POT-cum -PTFE Bearing (Free end) 64,576.93 Rupees Sixty Four Each

Hundred Seventy

Three Paise Only

8 POT Bearing-Fixed Type 69,161.75 Rupees Sixty Nine Each

Hundred Sixty One

and Seventy Five

8 POT-cum -PTFE Guided (L)Bearing 69,101.42 Rupees Sixty Nine Each

Hundred One and

Forty Two Paise

12 POT-cum -PTFE Guided (T)Bearing 72,117.76 Rupees Seventy Each

Seventy Six Paise

37 1872000 Providing and fixing in position fully moulded restrained 0.90 Rupees Zero and Cu.cm

Elastometric Bearings as per detailed drawings. Ninety Paise Only

38 342 Providing and casting in-situ Reinforced Controlled Cement 5,289.97 Rupees Five Cu.mt.

Concrete M45 grade controlled cement concrete in Crash Thousand Two

barrier & Approach Slab for using 6 mm to 20 mm machine Hundred Eighty

crushed well graded stone aggregate, sand of approved Nine and Ninety

quality, OPC 53 grade cement with contractor's own concrete Seven Paise Only

mix design etc complete as per specification.

The rate is inclusive of all materials, necessary mixing in fully

automatic batch mix plant, transport, curing, vibrating, placing

in position, scaffolding, staging, normal shuttering,

formworks, deshuttering carefully, providing grooves (non

architectural), cut-out etc in formwork, making good the

damages, fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's labour, tools

& plants, machineries, as required, with including cost of fair

finish form work.

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. Extra

for exposed pattern shuttering shall be paid relevant tender

item. Concrete design mix is to be submitted for approval to

consultant and then design circle.

39 10254 Centering and shuttering including strutting, propping etc. and 659.80 Rupees Six Sqm

removal of form for : Hundred Fifty

All types of bridge sub-structures, e.g. pier, abutment, wing Nine and Eighty

wall, retaining wall, RCC box type foundations, Abutment cap, Paise Only

Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender

wall, Diaphragm wall etc. up to 5m above ground level

40 167 Providing Sacrifical Shuttering for deck slab made up with 1,31,825.20 Rupees One Lakh M.T.

galvanized cold rolled cold annealed (CRCA) steel of 310 MPA Thirty One

Grade with all contractor's material, labour, erection, fixing, Thousand Eight

welding etc. complete with all lead and left and all safety Hundred Twenty

precautions. Rate is inclusive of structural design of the Five and Twenty

sacrificial shuttering by contractor at their own cost. Note: (i) Paise Only

Rate of Sacrificial shuttering (galvanized CRCA 310 MPA

Minimum 1.20 mm thick) for deck slab is inclusive of

preparation of detailed structural drawing supported with

required calculation duly proof checked by Govt. Engineering

College. No Extra Payment for development of design and

drawing of decking sheet or its proof checking is admissible.

41 1008 Supplying & laying of bi-axial extruded high modulus 365.62 Rupees Three Sqm

polypropylene geogrid coforming to MORT&H specification Hundred Sixty Five

for base/sub-base reinforcement having minimum tensile and Sixty Two

strength 40kN/m in the longitudinal and transverse direction, Paise Only

with 14kN/m and 28kN/m tensile strength at 2% and 5%

strain respectively in the longitudinal and transverse

direction, junction efficiency not less than 95% and with

38mm X 38mm mesh opening.

42 1250 MS Work: 95.45 Rupees Ninety kg

Providing, fabricating, assembling, hoisting/ erecting and Five and Forty Five

fixing in position at all heights/ all levels/ all floors/ all shapes Paise Only

& sizes with all leads & lifts using MS Rolled Steel Sections,

Hollow sections, MS Plates, Perforated Sheet, Flats, Bright

Bars, Angles, MS Sheet, deep threaded MS bolts, threaded J

bolts, insert plate, support plate etc as per drawing. all

confirming to latest relevant IS codes for the work of steel

structures like structure for railings, handrail, jali, gates, grills,

bracings, platforms, brackets, fencing jali frame work etc.

including straightening, cutting, bending, bolting and welding

the members all as per structural drawings and as per detailed

specifications including necessary scaffolding/ staging etc.

complete in the situations described hereinafter and

comprising of : i) Profile Cutting of components to required

length/ width and shape/ profile; ii) Smooth grinding/

machining of edges/ faces/ all welding joints; iii) Necessary

welding (electric arc welding) for required weld lengths and

sizes. iv) Machine drilling of holes for joining/ anchoring

(Standard measurements will be paid for as actual cut length

used at site) The rate shall include dry sanding, degreasing

(wet cleaning) & preparation of rust free surface manually or

mechanically, metal putty to make the surface even and

smooth, 2 coat of epoxy primer and 2 coat of PU paint of

approved shade of paint over all the surfaces of the steel

sections or as specified in the drawing.

The contractor shall be submit fabrication drawings based on

construction drawings (that may be issued during construction

period) for approval by the Architect/ Engineer. The

fabrication work shall start only after approval of the

43 132 fabrication drawings

Providing and castingsubmitted by contractor.

in-situ Reinforced Any change

Controlled Cement 5,362.73 Rupees Five Cu.mt.

Concrete M30 grade controlled cement concrete in Footpath Thousand Three

slab using 6 mm to 20 mm machine crushed well graded stone Hundred Sixty

aggregate, sand of approved quality, OPC 53 grade cement Two and Seventy

with contractor's own concrete mix design etc. complete as Three Paise Only

per specification. The rate is inclusive of all materials,

including necessary mixing in fully automatic 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 labour, tools & plants,

machineries, as required including cost of finishing etc

complete. Concrete design mix is to be submitted for approval

to consultant and then design circle.

44 1911 Pre cast concrete kerb 397.53 Rupees Three Rmt

Providing and fixing pre-cast concrete kerb stone of Hundred Ninety

graycement based concrete block 30cm length,30cm height Seven and Fifty

and15cm thick of M200 grade concret as per approved Three Paise Only

designand including excavation for fixing in proper line

andlevel,filling the joint with C:M 1:3 (1cement:3fine sand) etc

45 745 Providing and applying one priming coat and two coats of 104.99 Rupees One Sqm

synthetic enamel paint brushing with even shade and cleaning Hundred Four and

the surface from dust, dirt etc. to misc. items of super Ninety Nine Paise

structure, all complete and as directed by Engineer and as per Only

46 56 Providing G.I. 100mm diameter water spouts including 536.03 Rupees Five Each

necessary iron gratings as per drawings. Hundred Thirty Six

and Three Paise

47 168 Strip Seal Expansion Joint 1,733.16 Rupees One Rmt

(Providing and laying of a strip seal expansion joint catering to Thousand Seven

maximum horizontal movement upto 70 mm, complete as Hundred Thirty

per approved drawings and standard specifications to be Three and Sixteen

installed by the manufacturer/supplier or their authorised Paise Only

representative ensuring compliance to the manufacturer's

instructions for installation.)

48 4284 Bituminous Concrete: 3,401.68 Rupees Three MT

Providing and laying average 100 mm thick Bituminous Thousand Four

concrete on existing bituminous surface with Bitumen Grade Hundred One and

VG-30 for tack coat at the rate of 2.5kg/10 smt with Sixty Eight Paise

mechanical sprayer and using specification graded machine Only

crushed with 5.40 % bitumen VG-30 grade by Wt. of total mix

as per specification MORTH including mixing of asphalt with

B.T. chips in continuous batch mix plant transporting same as

by paver finisher and consolidation the same with pair of

tonnes to 10 tonnes vibratory roller to achieve desire density

and including VG-30 grade bitumen, cost of emulsion, cost of

required tools , plants, all machineries, equipment fire wood

, oil, kerosene, charges etc. complete.

49 28365 Asphalt Painting 26.89 Rupees Twenty Six Sqm

Providing & laying surface painting with applying VG-30 grade and Eighty Nine

and spraying asphalt with spray set fitted on mechanical Paise Only

bouzer using asphalt at the rate of 5.0 Kg./10 Sqm. On B.T.

surface incl. cleaning the surface and flushing the stone dust

at 0.03 cmt/10 smt etc. complete.

50 35 Core cutting 2,767.40 Rupees Two Rmt

Making and wet drilling accurate and clean holes of specified Thousand Seven

diameter in RCC walls, slabs, beam or any other RCC member Hundred Sixty

without vibration by core cutting (diamond drilling) machine Seven and Forty

of HILTI, ITW/Split including scaffolding, safety majors, Paise Only

disposing the debris, cleaning for all levels/ all height, after

approval of engineer in charge etc compete. Measurement

will be taken for the depth of holes in running meter for

specified diameter. Holes shall made by authorized agency.

a) holes up to 102mm dia

51 30 Core cutting 3,545.10 Rupees Three Rmt

b) from 102 to 200mm dia Thousand Five

Five and Ten Paise

52 210 Chemical Anchor: 407.03 Rupees Four Nos

Providing, supplying and fixing chemical anchor as per Hundred Seven

drawing or as instructed by EIC using medium to heavy duty and Three Paise

injection adhesive for Anchor fixing in Dry conditions and HILTI Only

HIT-HY 200 + HIT-V rods or equivalent rods of dia. as specified

below of HILTI or equivalent. The system should be made of

two foils consisting of resin and Hardener foil pack. The

system can be used for threaded rods HIT-V rods or equivalent

rods. The installation and the setting instructions should be

strictly followed as per the manufacturers recommendations.

53 200 Chemical Anchor: 629.23 Rupees Six No.

B) 12mm x 150mm Hundred Twenty

Nine and Twenty

Three Paise Only

54 584 Providing and fixing to wall ceiling and floor 10.0 Kg.F/Cm2 339.05 Rupees Three Rmt

working pressure poluthene pipes of the followingoutside Dia. Hundred Thirty

Low densidy, complete with special falngecompression type Nine and Five

fittings, wall clipsetc. including makinggood the wall ceiling Paise Only

and floor.(G)110 mm

55 303 Providing, laying and jointing in true line and level 160 834.38 Rupees Eight Rmt

diametre U.P.V.C (Type B) conforming to IS 13592-1992 with Hundred Thirty

one end plain and other end socketed with rubber ring, & Four and Thirty

fittings conforming to ISI 14735-1999 of approved make for Eight Paise Only

drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using

of PVC clamp of the size 160 mm diametre x 210 mm length x

196 mm heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary fittings such

as bends, shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all

56 830 Providing and laying of Hot applied Thermoplastic compound 367.72 Rupees Three Sqm

2.5 mm thick including Reflectorising Glass Beads @ 250 gms Hundred Sixty

per sqm area, thickness of 2.5 mm is exclusive of surface Seven and Seventy

applied glass beads as per IRC : 35 & finished surface to be Two Paise Only

level, uniform and free from streaks and holes. (As per

Government letter No.SOR 102003/94/S-1/ Dated.20-7- 2004)

Thermoplastic paint shall be used for Zebra Patta, Bump Patta

lane, edge line, cut patta, arrows for direction, letter or

number writing etc. The white colour marking should provide

liminance co-efficient on cement road shall be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the service life during the day time the marking should

make the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-

of IRC: 35-2015. Warranty for retro reflectivity shall be 2(Two)

57 156 Providing & laying weep hole in Abutments, and returns by 89.20 Rupees Eighty No

using A.C. pipe of 100mm including laying in proper grade and Nine and Twenty

jointing the completed as per detailed specification. Paise Only

58 1332 Supplying and fixing cat eye (Stimsonite) made out from 375.72 Rupees Three Nos

Acrylo butyle styrene high compression injection moulding Hundred Seventy

with reflector made of MMC (prismatic type of size 12cm x Five and Seventy

6cm x 2.5cm) provided with bituminous adhesive 100g. with Two Paise Only

each unit for fixing. (High Intensity grade)

Rate shall include supplying of moulded twin shanks raised

pavement markers made of polycarbonate and ABS moulded

body and reflective panels with micro prismatic lens (no glass

beads lens) capable of providing total internal reflection of the

light entering the lens face and shall support a load of

Kgs. Tested in accordance to ASTM D4280 type H and

complying to specifications of Category A of MORTH circular

number RW / NH/33023/10-97-DO III dt. 11.06.1997. The

height, width and length shall not exceed 20mm, 130mm and

130mm and with min. reflective area of 13 sqcm on each side

and the slope to the base shall be 35 +/- 5 degree. The

strength of detachment of the integrated cylindrical

shanks,(of diameter not less than 19 +/- 2 mm and height not

less than 30 +/- 2mm) from the body is to be a min. value of

500 kgf. Fixing will be by drilling holes on the road for the

shanks to go inside, without nails and using epoxy resin based

adhesive as per manufactures recommendation and the

colour of the marker should be as per the IRC: 35-2015 and as

directed by Engineer In charge

59 42 Providing and fixing in expansion joint 100 mm thick 2,982.06 Rupees Two Sqm

expansion joint board of best quality and approved Thousand Nine

makeincluding cutting to required size and shape at all Hundred Eighty

levelsetc. complete as directed. Two and Six Paise

60 2866 Providing and fixing pre-cast Rubber Dye / steel Dye 706.90 Rupees Seven Sqm

interlocking concrete block 60mm thick with grade of Hundred Six and

concreteM300 pnumatic compressed / vibrated mechanically Ninety Paise Only

and asper approved design Confirming to IS 15658 :

2006including 35 mm Sand layer for levelling and filling

thejoint with sand in proper line and level as per guidlines

ofIRC : SP 63-2018 etc. Complete.

61 350 Carrying out load test of super structure as directed 169.92 Rupees One MT

includingall necessary materials plant equipement, Hundred Sixty

instruments, labourand arrangements for test directed. Nine and Ninety

62 1894 Providing and laying in position machine mixed, machine 7,827.32 Rupees Seven Cum

batch, machine vibrated design mix cement concrete for Thousand Eight

reinforced cement concrete work of M25 grade using graded Hundred Twenty

black trap stone aggregates of maximum 20mm nominal Seven and Thirty

(down graded) size obtained from approved quarry including Two Paise Only

fine aggregates conforming to latest IS 383 with minimum

cement content for durability shall be followed as per

approved design mix and latest IS 456 for all elements of any

shape and size, at all places and heights/ depths including

laying of concrete, vibrating, finishing and curing etc. and

including Admixtures in recommended proportions as per IS

9103 to accelerate, retard setting of concrete, to improve

workability without impairing strength and durability as per

direction of Engineer-in-charge. Rate shall be inclusive of

shuttering, scaffolding/ centering, providing grooves, drip

moulds, ghisis, pockets, cutouts etc. and labour for insert

sleeves if any wherever required while casting as per drawing.

Concrete design mix is to be submitted for approval to

consultant and then design circle.

63 34 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- 19,349.63 Rupees Nineteen Each

cement :2-coarse sand : 4-graded stone aggregate 20mm Thousand Three

nominal size) foundation concrete 1:3:6 mix (1-cement : 3- Hundred Forty

coarse sand :6-Brick bats 40 + 50mm size) inside plastering Nine and Sixty

15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse Three Paise Only

sand) finished with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1-Cement :2- Coarse

sand :4-stone aggregate 20mm nominal size) finished smooth

complete including curing and festing (i) Inside size 900mm x

1200mm and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not

less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry using brick

having crushing strength not less than 35Kg. / Sq.cm. in

Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type

depth 1.50 Metre for 150mm diameter sewer.

64 4208 Box cutting the road surface to proper slope and camber for 109.24 Rupees One Cum

making a base for road work including removing the Hundred Nine and

excavated stuff and depositing on the road side slope as Twenty Four Paise

directed up to any lead and lift. Only

65 29268 Earthwork for embankment including breaking clods, dressing 177.91 Rupees One Cum

with all lead and lift and including watering rolling and Hundred Seventy

consolidation of subgrade in layers at O.M.C. to required dry Seven and Ninety

density including filling the depression which occur during the One Paise Only

process using power roller 8T to 10T.(E) From Borrow area

within 3.0KM. lead

66 4208 Construction of granular Sub base by providing coarse graded 1,383.48 Rupees One Cum

material gravel using size 53mm to 26.5 mm@ 35%, 26.5 mm Thousand Three

to 4.75 mm @ 45% and coarse sand @ 20% spreading in Hundred Eighty

uniform layers with motor grader on prepared surface mixing Three and Forty

by mix in place method with rotavator at OMC and Eight Paise Only

compacting with vibratory roller to achieve the desired

density complete as per Clause 401.2 Table400.1 grade-III.

67 5259 Providing, laying, spreading and compacting graded stone 1,324.03 Rupees One Cum

aggregate to Wet Mix Macadam (WMM) specification Thousand Three

including premixing the material with water at OMC in Hundred Twenty

mechanical mix plant carriage of mixed material by tripper to Four and Three

site, laying in uniform layers with paver in sub base / base Paise Only

course on well prepared surface and compacting with

vibratory roller to achieve the desired density including all

material, labour, machinery with all leads and lifts etc

68 101 Cold milling of existing bituminous layers, excavated material 649.43 Rupees Six Cum

hauling and stock piling the material upto 5 km form the site. Hundred Forty

Three Paise Only

69 25066 Providing & laying priming coat with emulsion SS-1 grade and 80.89 Rupees Eighty and Sqm

spraying emulsion with spray set fitted on mechanical bouzer Eighty Nine Paise

using emulsion at the rate of 7.5 Kg./10 Sqm. On WMM Only

surface incl. cleaning the surface etc complete

70 2314 Providing and laying 50 mm B.M. with B.T. Aggregate as per 3,050.20 Rupees Three MT

MORT & H specification with with asphalt for tack coat at the Thousand Fifty

rate of 2.5kg/10 smt with Bitumen Grade VG-30 for mixing @ and Twenty Paise

34.00 Kg./Mt. i.e. 3.40% by weight of total mix including Only

heating and mixing the aggregate & asphalt in continuous

batching drum mix plant and spreading the same by sensor

paver finisher & consolidation with vibratory roller including

providing all materials equipments, tools & plant, fire wood,

oil, kerosene, labour charges etc. complete using contractor’s

own machinery drum mix plant & paver finisher etc. complete

71 2525 Providing and laying average 50mm D.B.M. with B.T. 2,981.52 Rupees Two MT

Aggregate as per MORT&H specification with Bitumen VG-30 Thousand Nine

Grade for mixing @ 45.00 Kg./MT. ie. 4.5 % by total weight of Hundred Eighty

mix including heating and mixing the aggregate & asphalt in One and Fifty Two

continuous batch mix plant and transporting to site and Paise Only

spreading the same by sensor paver finisher & consolidation

with vibratory roller including providing all materials

equipments, tools & plant, fire wood, oil, kerosene, labour

charges etc. complete using contractor's own machinery batch

mix plant & sensor paver finisher etc. complete. Rate shall be

inclusive of tack coat @ 2.5 kg/10 Sqm.

72 87 Providing and fixing retro Reflective Hi Intensity 7,610.66 Rupees Seven Sqm

MicroPrismatic Grade Board using 2mm Aluminum / 4mm Thousand Six

ACP,angle iron 75 x 75 x 6mm. Descaling and degreasing the Hundred Ten and

boardas per requirement using epoxy reflactive process by Sixty Six Paise

screen painting as directed etc. complete including Only

transporting and fixing in C.C. 1:2:4 with necessary excavation

curing etc. complete as per I.R.C. 67-2012 design. 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(MDR/ODR)

retro reflective sheeting

73 2 Inauguration plate 64,990.47 Rupees Sixty Four Nos

Providing and fixing best quality 18-20mm thick mirror Thousand Nine

polished telephone black granite for inauguration plate. Hundred Ninety

Granite of required size shall be fixed with cement mortar on and Forty Seven

concrete wall/ pylon as per drawing and as directed by Paise Only

engineer in charge. Exposed edges of granite shall be

champhered and polishe. Inauguration plate shall contain

border, letter/ write-up (in English/ Gujarati/ Hindi Language),

graphic, logo of any size, shape or pattern with engraving and

golden paint of approved make and shade.

74 2094 Providing and laying Pitching on slopes laid over prepared 1,051.41 Rupees One Cum

filter media including boulder apron laid dry in front of toe of Thousand Fifty

embankment complete as per drawing and Technical One and Forty

specifications (Stone/Boulder) One Paise Only

75 1047 Providing and laying Filter material underneath pitching in 877.69 Rupees Eight Cum

slopes complete as per drawing and Technical specification Hundred Seventy

Seven and Sixty

Nine Paise Only

76 6977 Pointing on Uncoursed stone masonry with cement mortar 105.57 Rupees One Sqm

1:3(1-cement : 3-coarse sand) (A) Flush pointing Hundred Five and

Fifty Seven Paise

77 66 Constructing Brick masonry road gully chamber 450mm 2,545.86 Rupees Two Each

x450mm x 775mm with vertical gating complete. Thousand Five

Five and Eighty Six

78 3237 Metal Beam Crash Barrier 3,468.34 Rupees Three Rmt

Type - A, "W" : Metal Beam Crash Barrier (Providing and Thousand Four

erecting a "W" metal beam crash barrier comprising of 3 mm Hundred Sixty

thick corrugated sheet metal beam rail, 70 cm above Eight and Thirty

road/ground level, fixed on ISMC series channel vertical post, Four Paise Only

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm,

330 mm long complete as per clause 811)

79 360 Flexible Median Marker : Providing and Fixing of 271.69 Rupees Two Each

FlexibleMedian Marker that are made of tough, high impact Hundred Seventy

resistant,injection-molded, thermoplastic body with property One and Sixty

offlexibility to provide high durability. The dimension of Nine Paise Only

FlexibleMedian Marker should not exceed 18.4 cm in

height(includingshank height),12.5 Cm in width. ,0.65 cm in

thickness andshank depth shall be 3.4 cm The body structure

shall berounded at all its corners and edges. The plastic used

formolding the Flexible Median Marker should survive

impactload of 5kg continuously for 750 times at room

temperature.The logo of the manufacturer shall be embossed

on either sideof the body in the injection molding process. The

MedianMarker shall have flame like shaped body with,

fluorescentyellow color retro-reflective sheeting of size not

less than 90Cm square, with fully reflective micro prismatic

cube cornersas its retro-reflective elements as per IRC 67

and ASTMD4956-09 type XI specifications reflectivity values.

The retro-reflective sheeting shall be one or both sides of the

FlexibleMedian Marker and shall be edge protected with no

exposededges which will prevent edge lifting, vandalism,

sheetingdamage, etc. The Flexible Median Marker shall be

fixed by acombination of epoxy adhesive and grouting as

recommendedby manufacturer and Engineer in charge.

80 100 Standard Delineator: Providing and fixing of Standard 1,027.17 Rupees One Each

MetalDelineator consisting of minimum retro reflective unit Thousand Twenty

exposedarea of 330 cm2 white color, full cube corner micro Seven and

prismaticnon-metallic retro reflective sheeting on each side Seventeen Paise

conformingwith IRC 67 2012 and meeting the coefficient of Only

retroreflection values as per ASTM D 4956 Type XI

tablespecification. The delineator shall be painted with

powder coatof minimum 40 microns thickness, on top of

which retroreflective sheeting shall be pasted on both sides.

The structureshall be manufactured in roll forming process

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

width not lessthan 100 mm and shall extend not more than

300mm below the ground while being installed. height of

sheeting should beminimum 150mm whereas width of

sheeting should not be lessthan 75mm (should be placed

every alternative 15cm). The front and back faces of the

delineator should be curved with aradius of not more than

200 mm and with delta angle (orcentral angle of curve) lying

between 20o and 30o, to increasethe visibility of the

delineator for vehicles moving incontinuous curves. The

delineator shall have grooves acrossthe length to make the

reflective sheets vandal-proof. Thedelineator is meant for

application on gaps in median, trafficislands, dangerous

bends, roundabouts, narrow bridges etc. oras desired by site

81 50 Pre cast Cylindrical Bollard 795.85 Rupees Seven No.

Precasting and placing in position 125 mm dia Bollards 600 Hundred Ninety

mm high of required shape including providing M.S. Pipe Five and Eighty

Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes Five Paise Only

40 mm dia and 450 mm long with 150x150x6 mm M.S. plate

welded at bottom and embedded 150 mm in cement concrete

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 20 mm nominal size

derived from natural sources), including necessary excavation

of size 250x250x450 mm deep for the same in

bitumen/concrete pavement at specified spacing.

82 27000 Structural steel work ( Confirming to IS 4923-1997) 131.83 Rupees One Kg

riveted,bolted or welded in builtup for all type sections, in Hundred Thirty

framedwork, including cutting, hoisting, fixing in position One and Eighty

andapplying a priming coat of approved steel primer Three Paise Only

allcomplete as per the structural designs and directions

ofEngineer in charge.Column ( 122 x 61 x 3.6mm )

83 25066 Providing and laying Glass Grid Layer complete as per drawing 161.60 Rupees One Sqm

and Technical specification Hundred Sixty One

and Sixty Paise

84 6977 Providing and laying Geo cell underneath pitching in slopes 398.95 Rupees Three Sqm

complete as per drawing and Technical specification Hundred Ninety

Eight and Ninety

Five Paise Only

85 4 Section Feeder Panels 2,52,230.33 Rupees Two Lakh no

Smart 4G Timer, Supply of IoT based 4G Smart Streetlight Fifty Two

Control & Monitoring System having a Smart Panel comprising Thousand Two

of 3 Phase IoT Streetlight Smart 4G Timer with 16x2 LCD to Hundred Thirty

It stores & syncs connectivity logs for configuration of

network connections & analytics., PANEL & SWITCHGEAR, The

panel includes a Class 1 DLMS energy meter NABL approved

with 1-2 months of stored data of daily, hourly, monthly, load

Panel must contain min. 150 mm space at bottom (TPN

connector end) for cable terminations., Automatic door sensor

based light (with protection MCB) for viewing/maintenance.,

Thermostat & Space heater (with protection MCB) for cold

SITC of the MCB's ( 10 KA ) Timers , & Contactors With the

Dinrail Channel

86 10 Providing and erecting Miniature circuit breaker single pole 270.68 Rupees Two no

0.5A to 2A system and having breaking capacity 10 KA to be Hundred Seventy

erected in existing box. confirming to IS 8828/1996 with ISI and Sixty Eight

Mark Paise Only

87 2550 Cable Trenches, Manholes & Pipes 55.55 Rupees Fifty Five mt

Making trench in soft soil of suitable width of 90 cms deep and Fifty Five

from the final ground level or road level for laying cable or Paise Only

locating the fault all over the run and backfilling the same &

clearing the site by removing debris & Shifting of the debris &

making site good As per the Instruction of the Engineer

88 750 Making trench in Hard murum / Tar Road of suitable width of 74.74 Rupees Seventy mt

90 cms deep from the final ground level / road level for laying Four and Seventy

cableor locating the fault all over the run and backfilling the Four Paise Only

same and making the surface proper. by removing debris &

Shifting of the debris & making site good As per the

Instruction of the Engineer Incharge.

250 357.54 Rupees Three mt

(B) If additional machinery like hammer driller or JCB use Hundred Fifty

[Add] Seven and Fifty

Four Paise Only

89 250 Covering of cable with second class bricks laid cover the cable 140.39 Rupees One mt

crosswise & also on both sides with covering of 7. 5 Cms. layer Hundred Forty

of sand above & below cable (cable shall be laid in and Thirty Nine

0.9mtr.deep & 0.4 Mtr.wide trench). Where there are more Paise Only

than one cable in the trench on either side of the cable,

Cms. over lapping of bricks shall be provided.

90 250 Driling the road without breaking the road surface (Asphalt) 492.88 Rupees Four mt

for laying of cable for feeding power supply by making Hundred Ninety

Suitable size of holes at both ends complete. Two and Eighty

(A) Up to 100 mm bore dia Eight Paise Only

91 250 Driling the road without breaking the road surface (Asphalt) 616.10 Rupees Six mt

for laying of cable for feeding power supply by making Hundred Sixteen

Suitable size of holes at both ends complete. and Ten Paise

(B) Up to 150 mm bore dia Only

92 3300 Providing & laying approved make Double walled corrugated 62.62 Rupees Sixty Two mt

pipes (DWC) of polyethylene(conforming to IS 14930 II )with and Sixty Two

necessary connecting accessories of same material at Paise Only

required depth in existing trench for laying of cable. below

ground / road surface for enclosing cable

93 200 (B)90 mm dia 95.95 Rupees Ninety mt

Five and Ninety

Five Paise Only

94 200 (C)120 mm dia. 137.36 Rupees One mt

Seven and Thirty

95 200 Providing & laying approved make ISI marked HDPE 6Kg / 491.87 Rupees Four mt

cm2 (Class-3) as per IS:4984:1995 PE-80 to be erected at Hundred Ninety

road crossing on or floor as directed for laying of cable. The One and Eighty

pipes as following size of dia & weight per 6 mtr. Seven Paise Only

(E) 90 mm inner Dia

96 200 (F) 110 mm inner Dia. 732.25 Rupees Seven mt

Five Paise Only

97 500 Cables 220.18 Rupees Two mt

Supply and Laying XLPE(IS:7098) )(I)-88 ISI marked armored Hundred Twenty

cable of Cu. / Aluminum conductor of 1.1 KV.grade of and Eighteen

following sizes in ground or in pre-laid DWC pipe / Trenches Paise Only

with necessary cable identification mark to be provided at

distance of 15 mt. & with 2 nos. of 16 SWG G.I. wire

continuous in length per cable.

35 sq.mm x 3.5 c Al. cable

98 3650 25 sq.mm x 4 c Al. cable 190.89 Rupees One mt

and Eighty Nine

99 100 16 sq.mm x 4 c Al. cable 153.52 Rupees One mt

Three and Fifty

100 100 10 sq.mm x 4 c Al. cable 140.39 Rupees One mt

and Thirty Nine

101 100 6 sq.mm x 4 c Al. cable 126.25 Rupees One mt

Five Paise Only

102 2184 Supplying and laying Flexible PVC insulated multistrand 46.46 Rupees Forty Six mt

multicore 1.1 kv grade ISI marked copper wires of following and Forty Six Paise

1.50 Sq.mm 3 core round PVC sheathed

103 100 2.50 Sq.mm 3 core round PVC sheathed 77.77 Rupees Seventy mt

Seven and Seventy

Seven Paise Only

104 100 4.00 Sq.mm 3 core round PVC sheathed 127.26 Rupees One mt

Seven and Twenty

105 Providing and, fixing heavy duty flange type brass cable gland

with rubber ring for PVC insulated armoured cable complete

with out going tails, insulating tape etc for following size of

2 (B) 2 to 4 core 6 Sq. mm 38.38 Rupees Thirty no

Eight and Thirty

Eight Paise Only

2 (C) 2 to 4 core 10 Sq. mm 38.38 Rupees Thirty no

Eight and Thirty

Eight Paise Only

2 (D) 2 to 4 core 16 Sq. mm 47.47 Rupees Forty no

Seven and Forty

Seven Paise Only

2 (E) 2 to 4 core 25 Sq. mm 51.51 Rupees Fifty One no

106 12 Providing and, fixing heavy duty flange type brass double 75.75 Rupees Seventy no

compression type cable gland with rubber ring for PVC Five and Seventy

insulated armoured cable complete with out going tails, Five Paise Only

insulating tape etc for following size of cables.

(B) 3 & 1/2 core 35/50 Sq. mm

107 Solder less crimping type Aluminium lugs conforming to IS

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

8 (A) 1.5/ 2.5/4/6 Sq.mm 6.06 Rupees Six and Six no

8 (B) 10 Sq.mm 13.13 Rupees Thirteen no

and Thirteen Paise

1016 (C) 16/25 Sq.mm. 15.15 Rupees Fifteen no

and Fifteen Paise

72 (D) 35/50 Sq.mm. 20.20 Rupees Twenty no

and Twenty Paise

108 130 Street light Poles 35,552.00 Rupees Thirty Five no

Drawings to be approved by Architect / Consultant/ Client. Thousand Five

Supply & Installation of GI Pole made out of B CLASS ERW G.I. Hundred Fifty Two

PIPE for road having Height - 10 metre having thickness of 4.8 Only

mm, 165 mm outer uniform dia., with base plate of 450 x

x 16 mm with stiffener plate with Seprate integral type

junction box ( For Street

light ), with concrete foundation as per given by consultant /

Engineer in charge , with j bolt, necessary hardware as per

detail, with necessary Reducer / Coupler / for fixing of light

fixtures & Hinged access door with welded chain between

pole and hinged door with Allen key require to access the

integral junction box, Fabrication work complete in all respect

as per given detail with one coat of zinc oxide complete in all

respect as per Drawing. Rate shall be including two coats of

PU paint of shade as per drawing or as directed by Architect /

Eng. In Charge ( effective length should be 10000mm above

GF) (Sample shall be provided by the contractor at free of

costs & factory visit arrange by the contractor at free of costs )

1) with necessary 2 nos. 6 way connector, 2 A SP MCB with

din rail channel for each street light fixture, 8mm thk, Hylem

sheet, 12x2 mm thick GI patti clamp, with necessary required

hardware, necessay welding & fabrication work (if required)

complete in all respect.

2) Pole Numbering to be carried out by the contractor as

instructed by site in charge as per cleint's requirement.

(Weight Approximate 210 Kg)

109 81 Providing and erecting street light pole bracket comprising 614.08 Rupees Six no

main B Class GI pipe of 4.2 cm/require outside dia. complete Hundred Fourteen

with suitable B Class G.I sleeve tubing of approx. 45cms.length and Eight Paise

and suitable for 76.5 mm / 80mm. / require size pole top Only

having sufficient fasteners for fixing the brackets and having

spread of 1 mtr. length with suitable rise as per site condition

& suitable welded stiffener reducer and nipple with check nut

complete painted with one coat of Red oxide / PU base primer

and two coats of Aluminium / PU paint. paint with following

[A] Single Arm bracket 1 Mtr

110 46 Providing and erecting street light pole bracket comprising 829.21 Rupees Eight no

main B Class GI pipe of 4.2 cm/require outside dia. complete Hundred Twenty

with suitable B Class G.I sleeve tubing of approx. 45cms.length Nine and Twenty

and suitable for 76.5 mm / 80mm. / require size pole top One Paise Only

having sufficient fasteners for fixing the brackets and having

spread of 1 mtr. length with suitable rise as per site condition

& suitable welded stiffener reducer and nipple with check nut

complete painted with one coat of Red oxide / PU base primer

and two coats of Aluminium / PU paint. paint with following

[B] Double Arm Bracket 1 Mtr

111 3 Providing and erecting street light pole bracket comprising 1,045.35 Rupees One no

main B Class GI pipe of 4.2 cm/require outside dia. complete Thousand Forty

with suitable B Class G.I sleeve tubing of approx. 45cms.length Five and Thirty

and suitable for 76.5 mm / 80mm. / require size pole top Five Paise Only

having sufficient fasteners for fixing the brackets and having

spread of 1 mtr. length with suitable rise as per site condition

& suitable welded stiffener reducer and nipple with check nut

complete painted with one coat of Red oxide / PU base primer

and two coats of Aluminium / PU paint. paint with following

[C] Three Arm Bracket 1 Mtr

112 182 Light Fixtures 9,108.18 Rupees Nine No

Luminaries with all electrical accessories & it should be energy Thousand One

efficient, low loss, ortho cyclically wound open construction Hundred Eight and

copper ballast, ignitor & power factor improvement capacitor Eighteen Paise

etc are prewired upto the terminal block & mounted on a Only

removable control gear module for ease of maintenance. All

electrical connections of the control gear module with the rest

of the luminaire should be click fix & foolproof & require use

of no tools. Mounting options should be for both lateral as

well as pole top mounting

Supplying and erecting LED street light / Flood light fittings

with High power White LEDs wattage of 3 Watt 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 toughened glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 4000 K,Uniformity ratio >0.45, Luminaire efficacy>

100 lumens/watt . LED driver efficiency > 85 %.( fittings

required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and

,Light must have 440VAC line supply with over-voltage

(vi)above 160 to 200 watts (LED Fitting manufacturer must

have inhouse NABL Lab)

(Light fixture & Illumination design as per architect/Engineer

in charge/Consultant)

113 4 Earthing 2,568.43 Rupees Two no

Plate Type Earthing Thousand Five

Supplying & erecting funnel type earthing having earth plate Hundred Sixty

of following size burred in specifically prepared earth pit 3 Eight and Forty

mtr. below ground with 40 kg. charcoal and salt with alternate Three Paise Only

layers of charcoal & salt, 20mm.dia. G.I. pipe with Funnel with

a wire mesh for watering & bricks masonry block, C.I. Cover

complete as per para 7.3 of IS 3043 with necessary length of

double Galvanised Iron / copper earth wire No 6 SWG bolted

with lug to the plate and covered in 12 mm dia. G.I. pipe

mtr long complete connected to the nearest switch gear with

end socket as per direction & duly tested by earth tester

confirming to IS (As per drawing) with following specification

(B) With 45 x 45 x 0.35 cms. C.I. earth plate

114 10 Chemical Type Earthing 5,760.03 Rupees Five no

Supplying & erecting in earthpit of minimum bore dia. 225mm Thousand Seven

size , approved make Safe Earthing Electrode consisting Pipe- Hundred Sixty and

in-Pipe Technology as per IS 3043-1987 made of Copper Pipes Three Paise Only

having Outer pipe dia of 50mm having , Inner pipe dia of

mm , connection terminal dia of 14 mm with constant

ohmic value surrounded by highly conductive compound with

high charge dissipation suitable for following type of

(b)For Electrical installation up to 11 KV in normal soil.

Length of Pipe : 2.00 mtrs

115 130 Back type

Pipe fillingearthing

Compoundwith:140no.

Kg. long 'B' grade G.I. 823.15 Rupees Eight Ea.

pipe with necessary coupling buch buried in specially prepared Hundred Twenty

earth pit & G.I. earth wire of 8 SWG erected & connected as Three and Fifteen

directed (For panel) Paise Only

116 130 For using salt and charcoal / coke as required for pipe type 171.70 Rupees One Ea.

earthing. Hundred Seventy

One and Seventy

117 100 Earth wire/strips : 77.77 Rupees Seventy Kg.

Supply and laying required size Cu/GI. earthing strips for Seven and Seventy

interconnecting the earthing stations, panels, section piller Seven Paise Only

etc. in built up trenches, on walls/ceiling, buried in ground

generally as specified and shown on drawings complete with :

a) Fixing accessories.

b) Corrosion protection of buried conductors with bituminous

coating and covered with PVC tapes.

25 x 3 mm GI. strip

118 1000 No.8 gauge bare GI. earth wire 77.77 Rupees Seventy Kg.

Seven and Seventy

Seven Paise Only

119 493 Providing , erecting , fabricating the M.S. structure as per 77.77 Rupees Seventy Kg

requirment on site incorporatingproper size of M.S. angles, Seven and Seventy

flats, bars, channels, pipes, sections, Sheets & for the pole Seven Paise Only

swaging with the suitable dia pipe complete with cutting,

welding, grinding & finishing duly painted with two coat of

redoxide with erection on site as per direction of engineer in

charge with necessary gouting, cementing, plastering &

finishing complete as per the instruction of the engineer

Total of Civil Work

Total of Electric Work

Credit of Civil Work (30,99,967.87)

Credit of Electrical Work (71,016.00)

Total Amount Without GST

Total Amount Without GST

I/We am/ are willing to carry out the work @ _____________ % Above /Below ____________ Percentage (Should be written in Figures and Words) of

the Estimated rates mentioned above amount of my/ our Tender work out as under.

Estimated Amount Estimated Amount

Tender Rs. 373359584.26 Tender Rs.

Add % Rs. Add % Rs.

Total Rs. Total Rs.

(In Words (In Words

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

payment shall be made

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

3 GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

Stamp with signature of contractor Executive Engineer

R & B Capital Projects Division No.03