Waste to Wonder Park at Pirana Gyaspur for Solid Waste Management in Ahmedabad Municipal Corporation, Ahmedabad

Waste to Wonder Park at Pirana Gyaspur for Solid Waste

Management in Ahmedabad Municipal Corporation, Ahmedabad.

(CIVIL WORKS + ELECTRICAL WORKS + WET INFRA WORKS)

Name of Work: Waste to Wonder Park at Pirana Gyaspur for Solid Waste Management

in Ahmedabad Municipal Corporation, Ahmedabad.

RECAPITULATION SHEET

1 A Civil Works

2 B Electrical Works

3 C Wet Infra Works

Total Amount put to Tender Rs. = ₹

Total Amount put to Tender Rs. = ₹

In word rupees Seventy Six Crores Two Lakhs Twenty Seven Thousand Five Hundred Forty Five and

Sixteen paisa only

I/We am/are willing to carry out the work at %below/above)

:)on estimated tender amount as mentioned above.

The tendered amount of my/our tender for the work is Rs.

1 All work shall be carried out as per the specifications or as directed.

2 Rates quoted include cleaning of site (prior to commencement of work and at its close) in all respects and

hold for work under all conditions, site moisture, weather, etc.

Signature of Addl. City Engineer (S.W.M.)

Contractor Ahmedabad Municipal Corporation.

Name of Project: 25018 - AMC Pirana street developmet works

Document Name: Summary Sheet_Civil Works -

CIVIL WORKS BOQ R2

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

EARTH WORK & CARRIAGE OF MATERIAL

1) The method of excavation shall be approved by the Engineer in charge

before execution.

2) Excavation shall be carried out very carefully without damaging existing

structures and surrounding if any.

3) If required, the contractor shall provide stabilization by any means to

protect the foundation of the existing structure and building without any extra

4) Rate shall include dewatering work (pumping out and removing slush) while

execution in underwater condition if required.

5) Contractor shall conducting underground utility survey mapping by

executing required number of trial pits or by any other suitable means before

executing the work as per direction by the engineer in charge.

1 Excavation for all kinds of soil Cum 62591.00 259.14

Earthwork in excavation for all kind of soil by any means including getting out

the excavated soil, sorting and stacking of useful material, dressing of the

sides, ramming of bottom, and disposal of surplus excavated earth for all lead

within campus area and lift up to 1.5 mt depth, etc complete as directed by

engineer-in-charge. In case of excavation for pipe, cable, any services

trenches, making base for road work, pavement works walkway, etc, proper

slop and camber by any means shall be maintain and dressing of the sides

shall be made as per requirement and as directed by engineer-in-charge.

2 Filling available excavated earth (excluding rock) Cum 14880.00 129.10

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations, plot filling, etc. in layers not exceeding 20cm in depth, with

optimum moisture content to give at least 95% of the maximum dry density

(proctor density) including watering, ramming and compacting by any means,

including transportation, loading, unloading, screening, passes etc. all

complete for all lead (from anywhere from the campus area) and lift and as

directed by the Engineer-in-charge

3 Filling of sand Cum 122.00 455.63

Providing and filling in plinth, under the floor, sunk, subbase of any elements

or other location as per drawing with river sand etc including, watering,

ramming consolidating, and dressing complete for all lead and all lift and as

directed by the Engineer-in-charge.

4 Carriage of excavated earth/ gravel by mechanical transport including Cum 47712.00 38.06

loading, transporting, unloading, stacking & leveling at the non-objectional

location for the lead of up to the specified Km beyond initial lead and all

lifts, etc complete and as per the direction of the Engineer-in-Charge. Item

shall be executed after prior approval of the Engineer in charge.

a) beyond initial lead up-to 1.00 km

5 b) beyond initial lead up-to 2 Km Cum 0.00 49.49 -

6 c) beyond initial lead up-to 3 Km Cum 0.00 60.71 -

7 d) beyond initial lead up-to 4 Km Cum 0.00 71.46 -

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

8 e) beyond initial lead up-to 5 Km Cum 0.00 81.80 -

9 f) beyond 5.00 Km to 10 Km per 1 km 0.00 7.51 -

10 g) beyond 10.00 Km to 15 Km per 1 km 0.00 6.64 -

11 h) beyond 15.00 Km to 25 Km per 1 km 0.00 6.03 -

Total Carried Over to Summary

PLAIN & REINFORCEMENT CEMENT CONCRETE WORK

1) All types of shuttering shall be designed by the contractor and submitted to

the Engineer in charge along with design calculations (if required) and

approved by the Engineer in charge. However, the Stability and compatibility

of shuttering shall be the responsibility of the contractor. Shuttering shall be

executed as per the approved shop drawing. No extra payment shall be made

2) Rate shall be inclusive of dewatering work (pumping out and removing

slush) while execution in underwater conditions. The contractor shall not claim

for dewatering if required.

3) Rate shall be inclusive of providing grooves, drip moulds, pockets, cut-outs,

etc., and co-ordination of insert sleeves, insert plate (cost of insert sleeves/

plate shall be paid separately), encasing if any wherever required while

casting for all level all height.

12 Concrete (PCC) of grade - M15 Cum 61.00 4498.75

Providing and laying in position Ready mix concrete/ batch mix concrete of

cement concrete (PCC) of grade - M15 cement concrete work, using cement

content as per approved design mix (Min cementitious level as per latest IS

456 shall be maintained) manufactured in fully automatic batching plant and

transported to the site of work in transit mixer for all lead having a continuous

agitated mixer, for reinforced cement concrete work including pumping from

transit mixer to site of laying; cost of admixtures in recommended proportions

as per IS: 9103 to accelerate, retard the setting of concrete, improve

workability without impairing strength and durability; finishing, compacting,

vibrating, curing, dewatering (if required), etc, including the cost of form work

(if required) and removal of formwork, dewatering (if required), etc. complete

for all level, all height/ depth and for all lead and lift and as directed by the

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

Ready mix concrete

Providing and laying in position Ready mix concrete/ batch mix concrete of

specified grade for reinforced cement concrete work, using cement content as

per approved design mix (Min cementitious level as per latest IS 456 shall be

maintained) manufactured in fully automatic batching plant and transported to

the site of work in transit mixer for all lead having a continuous agitated mixer,

for reinforced cement concrete work including pumping from transit mixer to

site of laying; cost of admixtures in recommended proportions as per IS:

to accelerate, retard the setting of concrete, improve workability without

impairing strength and durability; finishing, compacting, vibrating, curing,

dewatering (if required), etc, excluding the cost of Formwork and

reinforcement, etc complete for all elements, all floors, all level, any heights/

depths, any lead and lift as directed by Engineer Incharge.

13 Concrete of M 25 grade Cum 61.00 4853.56

14 Concrete of M 30 grade Cum 61.00 5043.66

Reinforcement for R.C.C.

Providing Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position, and binding (with GI wire) all complete for all

leads and lifts, all levels, all floors, all heights/ depth, etc complete and as

directed by the Engineer in charge.

No separate payment shall be made for chairs, pins, lifting hooks, spacers,

wastage, rolling margin, and binding wire.

15 Thermo-Mechanically Treated bars (Fe 500 D) Kg. 399510.00 75.46

CENTERING AND SHUTTERING

Formwork using any type of suitable material and/ or proprietary system

Providing and fixing formwork using any type of suitable material and/or

proprietary formwork system to achieve a fair finished concrete with any shape

and any size in plan and elevation including centering, shuttering, strutting,

propping, and removal, etc.for all elements, all floors, all level, any heights/

depths, any lead and lift. The height of the propping and centering below

supporting floor to ceiling not exceeding 4.50 mts. and removal of the same

for in-situ reinforced concrete and plain concrete work, etc complete and as

directed by the Engineer-in-charge. The area of shuttering in contact with the

concrete surface shall be measured for payment without considering any

No deductions in measurement shall be considered from the shuttering due to

the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid

for forming such openings. also, in case of any type of cutouts/openings in the

slab, it shall not be measured for payment. However, Nothing extra shall be

paid for forming such openings

Where it is not specifically stated in the description of the item that formwork

shall be paid for separately, the rate of the RCC item shall be deemed to

include the cost of form work.

The measurements shall be taken separately for the following item.

16 a) Form work for Foundations, footings, bases of columns, sides of the raft, Sqm 2983.00 265.70

17 b) Formwork for Columns, Posts, and Struts etc. Sqm 553.00 391.70

18 c) Formwork for Wall Sqm 9203.00 323.97

RCC walls of any thickness, any shape including attached pilasters,

buttresses, plinth, and string courses, etc including the cost of tie bolt and

heavy duty PVC pipe sleeve (above plinth), left in concrete spring coil and

plastic cone assembly/ water barrier tie rod assembly (below plinth, water

retaining structures) and removing the PVC cone, spring, sleeve, etc and

grouting the same with non-shrink grout/ ready mix patch repair mortar for

concrete complete as per the direction of Engineer-in-charge. Length and

diameter of tie rod assembly shall be as per thickness and height of wall. The

contractor shall get prior approval of tie rod assembly and water barrier.

(Horizontal/ vertical lines shall be matched for each shuttering panel).

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

19 d) Formwork for Slabs, Suspended floors, roofs, landings, balconies, and Sqm 2642.00 346.02

access platforms etc.

20 e) Formwork for beams, lintels, coping, girders etc. Sqm 722.00 353.90

Total Carried Over to Summary

21 Providing and laying Brick masonry works using common burnt clay bricks Cum 122.00 4011.66

confirming to IS 1077-1992 having Compressive strength not less than

kg/Sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any

thickness including finishing, curing, scaffolding racking / flush jointing, etc.

complete for all level, all depth/height, as per drawing and as dircted by

Engineer in Charge.

Total Carried Over to Summary

22 12-15 mm thick plaster Sqm 122.00 174.83

Providing and laying 12 to15 mm thick single coat mala cement plaster on

masonry work/ concrete work in cement mortar (1 Cement : 3 coarse sand)

finished with trowel including making drip moulds, grooves forming pattas,

scaffolding, curing etc. complete for all level, all shape and as directed by

Engineer in Charge.

23 12 to 15 mm thick water proof Plaster Sqm 11813.00 183.04

Providing and laying 12 to 15 mm thick water proof single coat smooth / wired

finish cement plaster on sides of masonry work / block work / RCC work, in

any shape, in CM 1:3 (1 cement : 3 fine sand) and water proofing compound

of approved make in proportions recommended by the manufacturer, finishing

the surface wired finish/ smooth finish with a floating coat of neat cement

slurry for all floors, all height including hacking to RCC surface, scaffolding,

curing etc. complete as directed by engineer-in-charge.

Total Carried Over to Summary

1) All adhesives, sealants & paint shall be water based, with low VOC with

acceptable VOC content as per Green Building Norms requirements and lead

2) Paint shall be applied after thoroughly brushing the surfaces, free from

mortar dropping and other foreign matter, preparing the surface even and

sand papered smooth etc, after applying every coat of putty and primer

3) Contractor shall furnish warranty paper, wherever applicable.

4) If necessary more coats shall be applied till the surface presents a uniform

appearance without any extra cost.

5) Paint shall be applied with any means (i.e. brush, roller, spray etc)

6) Contractor shall prepare sample of minimum three shades as suggested by

engineer in charge for approval.

7) The rate shall be applicable for all floor, all level, all height by any means of

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

24 Acrylic emulsion paint with primer - Exterior grade Sqm 4071.00 146.30

Providing and applying 100% Acrylic Smooth exterior paint with exterior primer

of Two or more coats of paint including required number of priming coat of

exterior primer as per manufacturer's specification of approved make and

shade, having VOC (Volatile Organic Compound) content less than 50 grams/

litre of required shade over any surface etc complete for all floors all heights

all levels. Exterior paint and primer shall have minimum 7 years warranty.

25 Enamel Paint on Metal Surfaces Sqm 61.00 139.09

Providing & applying minimum two coats of enamel paint on all surfaces of

existing metal element/ member including proper surface preparation (i.e.

sand papering to remove existing paint, rusting, removing foreign matter, and

making smooth, etc), metal putty (if required), applying 2 coat zinc chromate

yellow oxide primer and minimum 2 coat of enamel paint of approved make,

shade, finish as per manufacturer's specification, all heights/ all levels/ all

shapes & sizes with all leads & lifts for existing work of any type of metal

section like rolled steel sections, hollow sections, plates, chequered plates,

bar, sheet, rod, threaded bolt etc. all confirming to latest relevant IS codes for

the metal elements i.e. railings, truss, purlin, grill, pole, foundation plate & bolt,

platforms, brackets, fencing pole, electrical elements etc of glossy, matt finish,

etc. complete. one side plan/elevation area of the Painted metal elements

shall be measured for payment.

Total Carried Over to Summary

1. All adhesives, sealants & paint shall be with low VOC with acceptable VOC

content as per GRIHA requirements and lead free.

2. Contractor shall prepare shop drawing base on concept design/ drawing for

any type of fabrication work and get approved. Contractor shall prepare mock-

up/ prototype (as suggested) as per approved shop drawing for approval.

Work shall be carried out as per approved shop drawing, approved mock-up/

prototype and as suggested by Engineer in charge.

3. Rate shall be for all floor, all level all height.

4. The rate shall include cost of all types of fasteners (ETA approved) to be

used for fixing.

5. Structural stability shall be responsibility of contractor for all kind of metal

6. All elements shall be factory fabricated and finished, only final finishing to

be made on site with all precautions.

7. Contractor shall coordinate all services work (cut-outs and provisions) in

metal work. All cut-out and services provisions shall be finished at factory/

8. contractor shall provide PVC/ nylon seprator, where two different metals

connect to avoid galvanic reactions.

26 Structural steel work - Fabrication works - with paint Kg. 443828.00 156.90

Providing, fabricating, assembling, hoisting, erecting and fixing in position

structural steel work at all heights/ all levels/ all shapes & sizes with all leads &

lifts using any type of MS section like rolled steel sections, hollow sections,

plates, chequered plates, bar, sheet, rod, threaded bolt, railing etc. all

confirming to latest relevant IS codes for the metal elements i.e. window grill,

transom bar, bright bar in wooden door - window frame, railings, gates, grills,

bracings, foundation plate & bolt, support at truss system, truss, purlin, rafter

,cleat, platforms, brackets, fencing pole, signage pole, service elements, Jali,

clamp, logo, sculpture etc. including straightening, cutting, bending, embosing,

bolting and welding, eatching (if required) the members all as per structural

drawings and as per detailed specifications (for materials & workmanship)

including profile cutting, smooth grinding, machining of edges/ faces,

necessary welding (electric arc welding) for required weld lengths and sizes,

machine drilling of holes for joining/ anchoring/bolting, necessary

arrangements of templates to keep the foundation bolts in position dry

sanding, degreasing (wet cleaning) & preparation of rust-free surface manually

or mechanically, metal putty to make the surface even and smooth, necessary

scaffolding/ staging, anchor fasteners,extra for bending elements for fixing etc

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

Contractor prepare shop drawing and get approved. The fabrication work shall

start only after approval of the fabrication drawings. Fabrication shall be in a

perfect Architectural workmanship manner and as provided in Section V & VI

of IS 800 & IS 7215. Contractor shall responsible against stability, safety etc

all complete,structual steel work as per approved make.

The rate shall include for applying (on all surfaces of MS member) two or more

coats PU paint (DFT min 40 micron per coat)/Hammer Finish paint of

approved make and shade over two coat (DFT min 50 micron per coat) of anti

corrosive epoxy base primer for PU paint/ epoxy primer for hammer finish

paint, as per manufacturer's specification, anchor fastener etc all complete.

27 Extra for providing hydraulic bending to MS member (i.e. hollow sections, Kg. 5548.00 46.45

rolled steel sections, any type of plates, sheet, bar etc) of any thickness any

size as per drawing, for any type of steel structures like railing, bus shelter,

signage structure, gantry structure etc. including straightening, profile cutting,

bending (precision bending), etc all as per approved shop drawings and as

directed by Engineer in charge.

28 Extra for providing Hot dip galvanizing work confirming to IS 4759/ 2629/ Kg 554783.00 52.25

2633 with zinc of 610 GSM thickness on any type of MS section for any

elements etc. for all the places, all heights, all level as per the drawing and as

instructed by Engineer in charge. The rate shall include preparing the surface

by shot blasting/ acid washing prior to hot deep galvanizing, labour, tools,

machinery etc complete (Sample to be approved). The weight of steel

sections before galvanization shall be measured for payment. The cost of

steel sections shall be paid for separately under relevant item.

29 Extra for providing and making CNC cutting on Any metal surface of any Sqm 122.00 929.20

type, any size, any shape etc as per design and drawing.

Contractor shall provide shop drawing based on design for approval. Work

shall be carried out as per approved shop drawing.

For payment purpose, out to out dimension of metal elements before CNC

cutting shall be consider for payment.

Total Carried Over to Summary

EXTERNAL DEVELOPMENT WORK

1) Stones shall be free from cracks, lines, stains, white spots of efflorescence

and even in shade for all kind of stone work.

2) Stones shall be selected and sorted for uniform colour, figure and thickness

and approved by Engineer in charge prior to procurement.

3) Stone shall be from same lot and/ or source (stone quarry) for same kind of

work and as approved by Engineer in charge.

4) Contractor shall apply Stone Impregnation primer/ sealer coat on back side

and all edges (after cutting and finishing of the stone as per size) of stones of

approved make. Stone Impregnation primer/ sealer coat shall be of water

based with pH value 7 to 10 in minimum two coat as per manufacturer's

specification and as directed by Engineer in charge. No extra shall be paid for

5) Contractor shall prepare and submit shop drawing for all kind of stone work

with sub base/ framing work/ fixing arrangement/ joinery with all required

fasteners and get approval from Engineer in charge.

6) Mock up/ sample shall be prepared as per approved shop drawing and get

approved by Engineer in charge before execution of work.

7) All adhesives and sealants shall be with low VOC and lead free with

acceptable VOC content as per Green Building requirements.

8) Stone work shall be carried out for all floor, all level, all height, all places

including loading, unloading, stacking, transporting, hoisting, erecting by any

means (mechanical or manual).

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

9) All type of stones shall be cut to size with help of with water jet cutting/

laser cut/ CNC machine according to the design and shape for best

workmanship as per shop drawing.

10) Granite shall be mirror polished/ flame finished/ sand blasted/ river wash

finish or other as per specified.

11) All type of stone/ stone elements shall be factory cut and factory finished.

Finish on any stone shall be as per satisfaction of Engineer in charge. If

required, final finish/ touch-up shall be executed at site as per direction of

Engineer in charge.

12) Structural stability of solid stone work shall be responsibility of contractor.

13) Contractor shall make necessary provision for any services cut-out/ other

required provision, co-ordinate with all services work and making good etc

14) All visible surfaces of stone shall be same finished.

30 Sub grade preparation and consolidation Sqm 70998.00 109.55

Preparation and consolidation of sub grade with power road roller of 8 to

tonne capacity after excavating earth to an required depth, dressing to camber

and consolidating with road roller including making good the undulations etc.

and re-rolling the sub grade and disposal of surplus earth with lead up to

31 Embankment construction with selected approved good soil from any Cum 0.00 574.75 -

source outside the site area at OMC to min. 95% proctor density by using

vibratory roller for compaction. The rate includes royalty charges for material,

transportation to site for all lead and lift, laying in max. 300 mm layers,

watering, rolling & compacting the same as per the specifications, drawings

and as directed by the Engineer-in-charge. Method statement shall be

prepared and submit to engineer incharge for confirmation before starting of

execution work.

Construction of granular sub-base (GSB) by providing close graded Material

conforming to required grade with required size of aggregate (respective as

per grade) having CBR Value as per respective grade specifications/crusher

run, mixing in a mechanical mix/mix in place method plant at OMC, carriage of

mixed material by tipper to work site, for all leads & lifts, spreading in uniform

layers of specified thickness with motor grader on prepared surface and

compacting with vibratory power roller to achieve the desired density,

complete as per MoRTH clause 401 and as directed by Engineer in charge.

Providing, laying, spreading and compacting graded stone aggregate (size

range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification

including premixing the material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site for all leads & lifts, laying in uniform

layers with mechanical paver finisher in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired

density, complete as per specifications and directions of Engineer-in-charge.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

34 CC Pavement - M 30 Cum 122.00 7408.35

Providing and laying cement concrete pavement of mix M-30 with ready mixed

concrete from batching plant. The ready mixed concrete shall be laid and

finished with vacuum dewatering process and Power floater treatment in

roads, pavements, platform, floors etc well compacted, mechanically vibrated

with screed vibrator, finished to required levels, floated with neat cement and

power trowelled to get desired smooth finish/ broom finish as per design, over

a levelling course, including casted in panel, MS channel or box shuttering,

curing etc as directed by Engineer. The Contraction joints to be formed at

every 5m distance by grooving with mechanical saw within 48 hrs. Groove/

sawed joints/ longitudinal joints shall be made of 6mm width and 40 mm depth

min (1/3 rd depth of the pavement) as shown in the drawing. LDPE sheet (min

125 gsm) shall be laid below pavement. The rate shall be inclusive of labour,

making the grooves, filing groves with approved sealant and backer rod,

provision of expansion joint, LDPE sheet and machinery cost etc complete

and as directed by Engineer in charge. Reinforcement if required shall be paid

in relevant tender item. Mock up for concrete pavement work (for brooming

pattern and joints as per drawing) shall be prepared by contractor and got

approved from architects in all respect prior to mass execution works.

Architect reserves right to reject part or all work of sub standard or not in

confirmation to sample approved as per mock up.

35 Kotastone - 40mm thick - For Coping/seating on bench etc. Sqm 47.00 953.40

Providing & laying 40 mm thick machine-cut Kota stone of any finish (i.e.

polished finish etc), any shade (uniform), any size and any shape, for coping,

seating on bench in required design and patterns as per the drawings, laid

over up to 40 mm thick cement mortar 1:4 (1 cement : 4 sand) bedding, and

jointed with grey cement slurry mixed with pigment to match the shade

including making groove as per drawing, curing, exposed edge of stone shall

be with rubbing and polishing and champharing/ making pencil corner if

required, rounded corner treatment in even thickness and finished same as

slab finish as per drawing and as approved and directed by Engineer in

charge, Kotastone shall be used in single possible length/as per drawing for

coping / seating on bench. Rate shall be inclusive of Kotastone (as per

approved sample), fixed with cement mortar bedding, cement slurry, matching

pigment,edge treatment, all labour etc complete.

The actual laid area of the Kota stone shall be measured for payment without

considering any wastage.

36 Precast Cement Concrete Paver Block - 60mm thick, M-35 Grade Sqm 6723.00 1070.80

Providing and laying factory-made chamfered edge shot blasted/sand blasted

finished, non-interlocking type, square/ rectangle shape paver blocks of

approved make, any sizes, any shade, any pattern, any color having 60 mm

thickness and minimum M-35 grade, machine made, factory finished for

footpath, parking areas, service lanes and other similar areas as mentioned in

the drawing Including providing and laying 50 to 80 mm thick average bedding

layer of coarse sand below paver block as per required grading and

specification. The laid paver block shall be mechanically compacted. The work

of the paving blocks shall be executed in line and level. The paver block shall

be cut by mechanical means only, if required. Paver blocks shall be

compacted and shall be re-laid if necessary. The actual laid area shall be

measured for payment without any wastage. The Sample and mock-up shall

be approved before execution. damaged block shall not be used in laying.

Sample and mock shall not be payable if rejected.

37 Precast Cement Concrete Paver Block - 80mm thick, M-40 Grade Sqm 122.00 1144.00

Providing and laying factory-made chamfered edge shot blasted/sand blasted

finished, non-interlocking type, square/ rectangle shape paver blocks of

approved make, any sizes, any shade, any pattern, any color having 80 mm

thickness and minimum M-40 grade, machine made, factory finished for

footpath, parking areas, service lanes and other similar areas as mentioned in

the drawing Including providing and laying 50 to 80 mm thick average bedding

layer of coarse sand below paver block as per required grading and

specification. The laid paver block shall be mechanically compacted. The work

of the paving blocks shall be executed in line and level. The paver block shall

be cut by mechanical means only, if required. Paver blocks shall be

compacted and shall be re-laid if necessary. The actual laid area shall be

measured for payment without any wastage. The Sample and mock-up shall

be approved before execution. damaged block shall not be used in laying.

Sample and mock shall not be payable if rejected.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

38 Pre-cast concrete kerb Cum 1360.00 13845.00

Providing & fixing Minimum M25 grade of customized, factory-made precast

concrete exposed finish/ fair finish kerb stones as per design intent of

approved make and as per sample approved of any sizes, any shape. Kerb

shall have chamfered type/ pencil corner edges. Kerbs shall be fixed on the

base PCC with cement mortar 1:2 including flush pointing in CM (1:2) for all

joints of the kerbstones, curing, etc. complete. The rate shall also include

erecting and fixing in position all varieties/ shapes of kerbs (i.e. radius kerbs,

corner kerb, quadrant kerbs, drain out kerb, flat kerb, parking edge kerb, ramp

kerb etc) as per drawing. Precast kerb shall be protected with good quality

plastic sheet for protection against bituminous/ concrete work. The rate shall

include the joining, curing, finishing, protection etc complete as directed by the

engineer in charge. Actual installed kerb volume shall be measured in

Sample and Mock-up shall be carried out as suggested by the Architect and

as directed by the Engineer in charge. The loose sample of kerb and laid

mockup shall be approved by the Engineer-in-charge before mass execution.

Architect reserves right to reject part or all work of sub standard or not in

confirmation to approved sample as per mock up. Sample and mock shall

not be payable if rejected. The actual laid volume shall be measured for

payment without any wastage.

Base PCC, excavation (if required) and other required civil work shall be paid

in relevant items. damaged block shall not be used in laying.

39 Precast elements for misc. items cum 96.00 14207.75

Providing, hoisting and fixing fair finish Precast Concrete of M 25 grade in

light pole cover, base of dustbin, saucer drain, coping, precast manhole cover

any type of foundations etc of approved make and as per sample, including

cost of required centring and shuttering and arranging precast members in

position with required joining arrangement, MS stud or anchor/bolting with

grouting etc complete all material, loading, transportation, unloading, tools,

tackles, scaffolding, machinery, equipment, for all level, for all height/ depth,

and as per direction of Engineer-in-Charge. Contractor shall provide loosed

sample of each elements at location suggested by engineer incharge for

review and approval from Engineer in charge before mass preduction/

execution. Architect reserves right to reject part or all work of sub standard or

not in confirmation to approved sample as per mock up. Contractor shall

prepare coordinated shop drawing for all elements with all members including

all services/other allied civil works provision and get approval from Architect

and engineer in charge.

If required, excavation and base preparation work shall be paid in relavent

Actual volume of installed precast elements shall be measured for payment.

Sample and mock shall not be payble if rejected or casted in other location

(not in scope of work area).

40 MS Cylindrical Bollard/ delineators Kg. 5720.00 183.60

Providing and placing in position MS Bollard / delineators of any size, any

shape, in required thickness as per drawing (factory made).

Bollard/delineators shall be made of MS section with base plate and bolts.

Bollard/delineators shall be finished with two or more coats of PU paint (min

60 DFT) of approved make and shade over two coat of anti-corrosive epoxy

base primer, as per manufacturer's specification. Retro reflective strips of

approved make shall be fixed on bollard/delineators after painting work as per

Bollard /delineators shall be fixed on concrete base with required anchor

fastener, bolts, other accessories etc with required civil work.

Rate shall be inclusive of all material (MS work, PU paint, reflective tape,

fastener, accessories etc) but excluding the cost of required civil work (i.e.

excavation, filling, concrete base etc) as suggested by Engineer in charge.

41 FRP Tree pit cover No. 2240.00 8188.60

Providing and fixing solid tree pit cover around the tree pit, made of FRP of

size having approximate up to 1250 mm dia (Outer dia) and 40-50mm

thickness with fixing arrangement with base structure of approved make and

shade, as per design intent including fixing as per drawing etc. complete as

directed by Engineer in charge. Sample and mock-up shall be approved by

architect before execution.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

42 FRP Recessed Manhole cover No. 834.00 12428.05

Providing and Fixing heavy duty double seal FRP recessed Manhole cover

with frame of 40MT capacity, in matching shade of surrounding pavement and

design according to EN - 124:1994 of approved make and shade having clear

opening size of 600mm x 600mm and recesse depth upto 80mm with client's

logo etc. complete for all lead and lift . Cover shall be with 4 number lifting key

with proper lifting arrangement. Frame shall be embedded in concrete of

required grade and top level of frame shall be flush with road/surrounding level

as per drawing and as directed by Engineer in charge. Rate shall be inclusive

of cover frame and concrete work for fixing the frame. Sample and mock-up

shall be approved by architect before execution.

43 Perforated precast concrete drain cover: No. 243.00 2090.70

Supply and installation of 100 mm thick factory-made, machine-batched, and

machine-mixed perforated precast fair-finish RCC covers for drains/catch pits

of various sizes for any location as per drawing. The covers shall be made of

M-25 grade cement concrete and reinforced with 8 mm dia TMT bars of Fe

500 grade, placed at a maximum of 100 mm c/c in both directions. The

finished surface shall be treated with neat cement punning.

All edges of the covers shall be properly encased with a 1.6 mm thick,

mm wide MS sheet, painted with a priming coat. The reinforcement bars shall

be welded at the edges to the MS sheet. Two 12 mm dia bars shall be

provided for hooks, etc., including the cost of, cartage, all leads and lifts, and

handling at the site etc., all complete, as per the directions of The Architect

and The Engineer-in-Charge. A sample and mock-up shall be submitted to

the Architect and The Engineer-in-Charge for approved prior to execution.

44 Heavy duty FRC (HD35) manhole cover with frame: No. 122.00 3223.15

Supply and installation of heavy duty FRC (HD35) manhole cover with frame,

featuring a clear opening of either 600mm x 600mm or 600mm in diameter as

per approved make. The frame shall include a 100 x 2mm MS flat all around,

with a 16mm diameter plain round bar for lifting the cover, fitted with approved

The upper periphery of the frame shall be protected with a 25 x 3 mm wide MS

flat, hot dip galvanized, and well embedded in concrete to protect the edges.

The frame shall be fixed with cement mortar or cement concrete, depending

on the site conditions, as per the approved drawings and under the direction of

the Engineer-in-Charge. A sample and mock-up shall be submitted to the

Architect and The Engineer-in-Charge for approved prior to execution.

45 Metal dustbins: Kg. 16443.00 266.90

Providing and fixing in position metal dustbins having a provision for dry and

wet collection as per the drawing and as per the approved sample.

The dustbins shall be fabricated with cutting, banding, profile cutting, CNC

work etc., complete, as per the drawing.

The dustbins shall be made of mild steel and finished with hot deep

galvanizing and polyester powder coating (minimum 60 micron thickness) of

an approved make and shade with appropriate sign/logo for garbage

The dustbins shall have a metal structure and openable shutter at both sides

for access of the bin. The shutter shall be with invisible self-closing hinge of

the required capacity and of an approved make and locking arrangement

inside the shutter as per the drawing. The metal structure shall be fixed on a

precast base block with anchor fasteners of the required capacity as per the

The Contractor shall prepare shop drawing based on the concept drawing and

get approval from The Architect and the Engineer-in-Charge before execution.

The Contractor shall also prepare a mock-up as suggested and approved by

the Architect and The Engineer-in-Charge. The Architect and The Engineer-in-

Charge reserves the right to reject part or all of the work if found to be sub

standard or not as per the approved sample and mock up.

The rate shall be inclusive of the metal structure, hot dip galvanizing, powder

coating, hardware for the shutter, fastener, logo/sign, transportation for all lead

and lift by any means, etc., complete.

the precast base and plastic garbage container shall be paid under the

relevant Tender items.

The rate shall be per kilogram of installed dustbins for payment.

46 Providing and Fixing heavy duty hygienic grade plastic waste bin/ No. 156.00 1080.20

container (Dry + Wet) inside the Metal dustbin of required size (approx.80+80

litre capacity) as per approved make and as per approved sample.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

47 Precast Planter No. 113.00 14246.95

Providing, hoisting, and arranging in position precast exposed/ fair finish,

factory made concrete planter of approximate size 800mm x 600mm x

580mm (± 100mm) as per design intent and architect selection, of approved

make, made of minimum M-25 grade reinforced cement concrete.

The rate shall also include for erecting and fixing the planter in position as per

drawing, fixing, finishing,TMT reinforcement bar (if required) etc complete as

directed by Engineer in charge.

Contractor shall submit methodology for erection of planter and get approved

from Engineer in charge. Installed planter shall not have any damages.

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard or

not in confirmation to approved sample as per mock up. Sample and mock

shall not be payble if rejected or casted in other location (not in scope of work

48 Precast Bench No. 55.00 9291.85

Providing, hoisting, stacking and arranging in position Precast Bench of

approximate size 1500mm x 450mm x 380mm made of minimum M-25 grade

reinforced cement concrete as per drawing, Contractor shall submit

methodology for erection of precast bench and get approved from Engineer in

charge. Installed precast bench shall not have any damages. The rate shall

also include for erecting and fixing the precast bench in position as per

drawing, fixing, finishing,TMT reinforcement bar (if required) etc complete as

directed by Engineer in charge.

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard or

not in confirmation to approved sample as per mock up. Sample and mock

shall not be payble if rejected or casted in other location (not in scope of work

49 Pre cast Cylindrical Bollard No. 753.00 1967.10

Providing, hoisting, and arranging in position exposed fair finish, factory made

pre-cast bollard of approximately size 800mm high and 280mm Dia as per

design intent, of approved make, made of minimum M-30 grade reinforced

cement concrete.

The rate shall also include for erecting and fixing the bollard in position as per

drawing, curing, finishing, cost of excavation, base PCC M15 grade and finish

good, rendering (if required), transportation, loading and unloading charges,

etc complete as directed by Engineer in charge.

Contractor shall submit methodology for erection of bollard and get approved

from Engineer in charge.

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard or

not in confirmation to approved sample as per mock up. Sample and mock

shall not be payble if rejected or casted in other location (not in scope of work

50 Providing and applying 2.5 mm thick road marking strips (retro reflective) or Sqm 5691.00 364.08

graphic/ letter/ arrows etc of specified shade/ colour using hot thermoplastic

material by fully/ semi automatic thermoplastic paint applicator machine fitted

with profile shoe, glass beads dispenser, propane tank heater and profile shoe

heater, driven by experienced operator on concrete/ tar road surface including

cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil,

grease and foreign material etc. complete as per direction of Engineer-in-

charge and accordance with applicable specifications.

51 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile No. 5333.00 372.00

sterine injuction high compressed molding with reflector made of MMC

(prismatic type of size as per design intent ) with each unit for foxing. (High

intensity grade)

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

52 Providing and erecting 2.00 metre high temporary barricading at site; made Rmt 3840.00 1064.35

of precated sheet/ MS panel with required MS fabrication work with required

civil work. Suitable arrangement shall be made to fix the barricading to avoid

from overturning by suitable arrangement. Stability of baricadding shall be

responsibility of contractor. The work shall be executed as per drawing/

direction of Engineer-in-Charge which includes writing and painting,

arrangement for traffic diversion such as traffic signals during construction at

site for day and night, glow lamps, reflective signs, marking, flags, caution

tape as directed by the Engineer-in-Charge. 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 shifting required to execute the job. The

barricading shall not be removed without prior approval of Engineerin- Charge.

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.

(Note :- Procured quantity of barricading shall be approved by the engineer in

charge before procurement/ fabrication of barricading and One time length of

the procured barricading shall be measured for payment. The rate include

providing barricading from start of work till completion of work i/c shifting. The

barricading provided shall remain to be the property of the contractor on

completion of the work).

53 ACP sheet signage on any type of Pole : Sqm 73.00 8304.75

Providing, Making and fixing 4 mm thick ACP sign of any shape and size and

of approved make to be cut on CNC router cutting and smoothen all corners

and edges. Matter shall be cut in 3M High intensity prismatic Reflective vinyl

ASTM Type 4 and paste on it as per design and detail and as per

manufacturer's specifications. UV stabilized lamination (exterior grade) shall

be done on it. The ACP sheet shall be fixed with clamp and angle on new or

any type of Pole as per drawing. Content of sign shall be letters (in any

language), number, graphics/ maps, signs, arrows, etc. in any colour as per

design, drawing and approved by Architect and Engineer. All side of box shall

be covered with ACP sheet, but only one side elevation area shall be

measured and paid in sqm. Cost of MS Pole, MS framing and civil works shall

be paid as per relevant tender items. The rate shall also include cost of

scaffolding, drilling, fabrication, finishing, adhesive material, back and sides

plain cap sheet, fixing charges, etc at all height and all lead. The contractor

shall submit the drawings with as per concept design and do the sampling and

get it approved before execution.

54 G.I. chain link fencing Sqm 61.00 805.45

Supply and installation of G.I. chain link fencing with the required width, made

from G.I. wire of 4 mm diameter, PU painted, or PVC coated, to achieve an

outer diameter of not less than 5 mm. The mesh shall be in the specified

colour and shade, with approximate mesh size of 25 x 25 mm. The fencing

shall be reinforced with 2 mm diameter wire, and fixed using nuts, bolts, and

washers as needed, complete, as directed by the Engineer-in-Charge.

Necessary metal framing and civil works will be paid under their respective

55 Cold Plastic Marking Sqm 25.00 650.45

Providing and laying High Build Roll-On 2K Cold Plastic road marking Material

confirming to IRC-35-2015, Clause 2.4, roll on surfacing material a solvent

free, high build, two pack, seamless tough, skid resistant 1.5 to 1.8 mm thick

white and any colour ( or as required ) based on gloss and colour retaining

acrylic cross linking resin system for cycle track, cycle symbol, arrow, letter, or

any other graphic of required size on any type of road, cycle track , pedestrian

crossing, stop Line, taxi track, cycle track or pavement surface done with cold

plastic of approved make and shade including reflectorizing glass beads as

per rquirement. Using special roller, wipers, mixing agitator, fully automatic

machine etc. The finished surface to be levelled, uniform and free from oil,

grease,dirt, and other foreign material etc. Contractor shall prepare sample/

mockup of each types for review and approval. Work shall be carried out as

per approved sample/ mock-up. Actual applied area shall be measured for

payment. by applying this paint, the surrounding element shall not be affected.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

56 Speed Brekars Rmt 25.00 2613.40

Providing and fixing Speed Brekars of approximate size 750 mmx 250 mm x

75 mm with Load Capacity 50 MT of any design, any colour, any pattern, as

per approved sample, fixed on any type of pavement using Bolt with

chemicalas or other method as per manufacturer's specification and as

directed by the Engineer-in-Charge. actual installed length of speed brekars

shall be measured for payment.

57 Rumble strips: Rmt 25.00 755.00

Supply and installation of rumble strips measuring 500 x 200 mm with a

minimum thickness of 15 mm, in any design, colour, or pattern such as bottom

design, chequered design, or anti-skid pattern, specifically designed for

enhanced road grip. The strips shall be as per the approved sample and

installed on the pavement following the manufacturer’s specifications and as

directed by the Engineer-in-Charge.

58 Vinyl Stickers: Sqm 73.00 3774.90

Providing, Cutting & pasting of vinyl stickers of approved make and shade with

digitally printed graphic/ letter as per design and as directed by engineer in

charge. Pasting of vinyl must be accurate as per the design on the approved

size ACP without any kind of bubbles. The rate shall also include cost of

scaffolding, drilling, fabrication, finishing, adhesive material etc at all height

and all lead. Only out to out area elevation vinyl stickers shall be measured

and paid in sqmt. The contractor should submit the drawings based on

concept design and do the sampling and get it approval before execution.

59 Extra for Colour Concrete: Cum 61.00 4168.85

Extra for providing and adding colour pigment as the admixture of approved

make and shade as per manufacturer's specification in fair finish exposed

concrete work (precast/ cast in-situ) for any type of element as per drawing

and as directed by the engineer in charge. concrete elements with colour

pigments shall be in an even shade and uniform throughout the surface.

Colour pigment shall be UV stabilized and have colour fastness certification of

manufacturer. Consumption of pigment shall be as per manufacturer’s

recommendation to achieve desired shade as suggested and approved by

Architect. Contractor shall maintain proportion of pigment and design mix for

colour concrete throughout the whole project to achieve shade uniformity.

Architect reserves the right to reject part or all work of substandard or not in

confirmation to approved sample as per mock up. After execution, if found any

honey comb or bad workmanship on surface of colour concrete, contractor

shall redo the same.

The total execution method shall be as per the manufacturer's specification

and approved by the Architect and Engineer in charge.

Samples and Mock-ups shall be carried out with approved colours as

suggested by the Architect and as directed by the Engineer in charge for

review and approval from the Architect and Engineer in charge.

Sample and mock shall not be payable if rejected.

The volume of concrete elements, which are to be cast with pigment shall be

measured for payment.

Total Carried Over to Summary

DISMANTLING AND DEMOLISHING

60 Dismantling of existing PCC work of any grade in any type of elements, Cum 2612.00 1066.89

including tools, plants and scaffolding wherever necessary, sorting the

dismantled material, disposal of unserviceable material at non objectional

place and stacking the serviceable material with all lifts and leads as directed

by engineer in charge.

61 Dismantling of existing RCC work of any grade in any type of elements by Cum 5222.00 1511.04

mechanical or manual means as suggested by Engineer in charge, including

cutting reinforcement, including tools, plants and scaffolding wherever

necessary, sorting the dismantled material, disposal of unserviceable material

at non objectional place and stacking the serviceable material with all lifts and

leads as directed by engineer in charge.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

62 Dismantling of existing any type of masonry work in type of structure in Cum 122.00 1008.61

any thickness, with or without plastered or any type of wall lining work, in any

type of mortar including tools, plants and scaffolding wherever necessary,

sorting the dismantled material, disposal of unserviceable material at non

objectional place and stacking the serviceable material with all lifts and leads

as directed by engineer in charge.

63 Dismantling of existing any type of Steel Structures/ Metal works for all Kg. 1195.00 3.63

level including dismantling, cutting, dismembering all elements of structure by

any means as suggested by engineer in charge, earth work, base concrete

and making good the disturbed ground, stacking useful materials and

disposing off the unserviceable materials at non objectional place with all lead

and lift and as directed by Engineer in charge.

64 Removal of existing kerb stones of any type, any size, any thickness in Rmt 7006.00 44.45

required depth including removing kerb with base PCC including excavation

etc, disposal unserviceable material with all lifts and up to any lead at non

objectional place and stacking the serviceable material including loading,

unloading for all lead and lift and as directed by Engineer-in-charge.

65 Dismantling/ removing tiled, paved floors, stone floors with all required Sqm 122.00 186.35

sub layers including disposal unserviceable material with all lifts and up to any

lead at non objectional place and stacking the serviceable material including

loading, unloading for all lead and lift and as directed by Engineer-in-charge.

66 Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh Rmt 122.00 39.46

fencing, including posts, foundation concrete, back-filling of pit by manual

means, including disposal of dismantled material with all lifts and up to a lead

of 1000 metres, stacking serviceable material and unserviceable material

Transplantation of trees

Transplantation of trees with in a distance of all lead including excavation

around existing tree, pruning of branches, lifting, loading and transportation of

existing tree, digging pits for placing tree at new place, adding manure, sand,

fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and

disposal of surplus materials from old existing and new sites to designated

place. Each tree should be firmly secured to the stake so as to prevent

excessive movement, flooding with water, treatment of roots, rope and gunny

bags as per direction of the Engineer in charge. T&P and all required materials

shall be arranged by the contractor and nothing extra shall be paid on this

account. Contractor shall take prior approval before execution. Location of

transplantation shall be as instructed by Engineer in charge.

67 Girth of trees upto 150cm. No. 182.00 10171.65

68 Girth of trees beyond 150cm No. 122.00 22639.70

Total Carried Over to Summary

HORTICULTURE & LANDSCAPING

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

General Notes for Horticulture work: -

1) Variety of species shall be as per proposed planting palette in drawing.

2) Work shall be carried out as per BOQ nomenclature and as mentioned in

detail specification. No extra shall be paid other than BOQ items.

3) Sample and mock-up shall be carried out as suggested by Engineer-in-

charge for review and approval.

4) Work shall be carried out as per approved sample and mock-up.

5) Maintenance for 3 years after substainal hand over is inclusive in quoted

6) Rates of mortality up to maintenance period to be inclusive, in that

condition contractor has to replace the plant of same specification with out

any extra cost.

7) For all kind of plantation, rate shall be inclusive of all necessary fertilizers,

natural compost, vermi compost, pesticides, termite, neem cake, neem oil,

castor oil, coco peat, perlite, etc.

8) Soil hips anywhere at the site shall be stored with the constant spraying of

water or covering with suitable net or other material as per the

recommendation of environmental consultation to reduce air pollution through

9). All Horticulture works is included with 3 years of maintainace. 20 % of

overall Amount of planatation shall be retained after initial planation work as

per GFC. and retained amount to be equally relaesed at every month till

years of mainatainace period after performing successfull mainataince. In

case of contractor to fail to execute the mainatainace, Retained amount will

not be relaesed.

69 Soil Filling for Gardening/Plantation Cum 25722.00 890.00

Providing and laying good quality garden soil, obtained from outside which can

be useful for all plants as per specification. Garden soil shall be mixture of

part Garden Sweet Soil : 1 part Coco Peat : 1 part Well Rotted Organic

Compost (1:1:1) including laying of soil in required quantity and in proper slope

as mentioned in drawing, watering, compacting and dressing etc. complete, as

directed in specifications and by engineer in charge.

Tree Plantation

Supplying, transporting, hoisting and planting well grown species for trees of

required height and species as per selection given by Architect. Tree shall be

planted in excavated pit/ tree pit with hume pipe of required size without

damaging any primary roots. Rate shall be inclusive of supplying of tree,

loading, transporting, unloading,excavation for tree pit, disposal of any type of

soil, planting by any means (manual/ mechanical), watering, pesticides,

fertilizers, anti termite treatment, maintaining, replanting (if plant will be died)

up till maintenance period, pesticides etc. Pesticides (Neem cake or similar as

specified and approved by Engineer-in-charge) shall be used in recommended

proportion. Rate shall be also inclusive of tripod type tree guard/ tree stakes

be made out of 3 no 50mm dia and approximate 2.5 mt long (2.0 mt above

ground and 0.50 mt below ground) Eucalyptus/ Cedar stakes and tied to

steam of planted tree with rubber tie/ patta of size 30mm x 10mm in twisted

pattern as per drawing. Tree guard stack shall be painted with bituminous

paint at below ground portion puls 150mm above ground portion. Tree guard

shall be installed vertically out side the root ball properly so tree grown in

upright position. Tree guard shall be maintained up to the tree become well set

and as directed by architect and Engineer-in-charge. After completion of

maintenance period, tree guard shall be property of Contractor.

Rates of mortality up to the maintenance period to be inclusive, in that

condition contractor has to replace the plant of the same specification without

any extra cost. The cost of excavation or tree pit shall be paid in the relevant

Tree varieties shall be as per the proposed planting palleted.

Rates are inclusive of maintenance for a period of 3 years from the date of

substantial handover.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

1. At the time of procurement, Tree stock shall be container-grown, or bur

lapped with geo fabric and grown in sandy beds as per the technical

2. Trees shall have a minimum girth as mentioned in the planting palleted/as

3. The tree trunk shall be free of any damage caused by insect, fungal or viral

infestation and free from any physical damage or scarring.

4. The tree trunk shall be straight and vertical. There should not be any abrupt

changes in girth of the trunk.

5. The form or shape of the crown shall be typical for the specimen of the

species. The crown shall not be significantly deformed by wind, pruning

practices, pests or other factors.

6.Trees shall be single stemmed unless otherwise specified.

7. Main branches shall be well spaced with a minimum of four branches at

8. The size, colour and appearance of leaves shall be typical for the time of

year and stage of growth of the tree species. Leaves shall not be damaged or

9. The root system shall be free of injury from biotic (insects, pathogens)

infestation and shall be uniform throughout the soil mix or growth media.

Container grown nursery stock shall have a well‐established root system

reaching the sides of the container to maintain a firm ball when the container

70 Tree Plantation - Category T1 (As per drawing) Each 4480.00 4406.45

71 Tree Plantation - Category T2 (As per drawing) Each 4480.00 3671.80

Shrub/ Hedge/ Ground cover/Grass plantation or other plants

Supplying well grown shrub plants/ Hedge plants and ground cover plants or

other plants of specified species and height, proposed planting palleted in

specification and planting in planter/ on land with good soil, manure, sludge,

pesticide & insecticide/anti-termite, fertilizer, etc. Plants shall be disease-free

and fungus-free in a polythene bag. Plastic bags or pots shall be removed

carefully and soil around the roots shall not be dropped or disturbed much.

Shrub shall be plant @ average c/c depend on type of species as per palette.

Work shall be done as shown in the drawing or as directed and approved by

architect and engineer incharge. The ground coverage shall be dense and

uniform throughout the planting area. Rates of mortality up to maintenance

period to be inclusive, in that condition contractor has to replace the plant of

same specification with out any extra cost. Rate shall be for in to in area of

planter or ground area in square meter. Rate shall be for cost of shrub/ Hedge/

Ground cover, loading, transporting, unloading, surface prepration, planting,

pesticides, fertilizers, anti termite treatment, excavation, disposal of any type

of soil, watering, maintaining, replanting (if plant will be died) etc but excluding

the cost of soil, manure, sludge and it shall be paid in relevant tender item.

Shrub plants/ Hedge plants and ground cover plants varieties shall be as per

proposed planting palleted.

Rate shall be inclusive of maintenance for period of 3 years from date of

substantial handover.

1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy.

The form or shape of the plants shall be typical to its species. Height of the

shrubs/ hedge and ground cover shall be as per proposed planting palette in

2) The size, colour and appearance of leaves shall be typical for the time of

year and stage of growth. The shrubs will be supplied in plastic bags with well

with well developed root system or injury caused by mishandling during

transportation.

72 Plantation - Category -S1 (As per Drawing) Sqm 14886.00 1810.65

73 Plantation - Category -S2 (As per Drawing) Sqm 12329.00 3641.30

74 Plantation - Category -GC1 (As per Drawing) Sqm 888.00 4329.25

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

75 Providing and laying grasses established using rooted plant on prepared Sqm 5216.00 743.50

ground with proper level and ramming with tools wooden (Dhurmos) and

watering and maintenance more till the grass establish properly, as per

direction of Engineer-in-charge. Rate shall be inclusive of surface preparation/

rough dressing/ Fine dressing/ ploughing of the ground and anti-termite

Treatment (vertically and horizontally) with the use of approved pesticides

(neem cake oil or similar as suggested and approved by Engineer in charge

as per specification and as per manufacturer’s recommendation, fertilizers, but

excluding the cost of good soil, sludge and manure, which shall be paid in

relevant tender items.

Grass varieties and c/c distance for planting shall be as per proposed planting

Rate are inclusive of maintain ace for period of 3 years from date of

substantial handover.

Rates of mortality up to maintenance period to be inclusive, in that condition

contractor has to replace the plant of same specification with out any extra

All steps have to followed by contractor as specified in specification for proper

establishment of grass.From surface preparation to after Grasses

establishment, all steps are inclusive in this item.

a) 600 mm procurement height (G1 As per Drawing)

Supplying, transporting, hoisting and planting well-grown bamboo plants (B1)

of specified species and height as per drawing in specification and planting in

planter/ on land with good soil, manure, sludge, pesticide & insecticide/ anti

termite, fertilizer etc. Plants shall be disease-free and fungus-free in a

polythene bag. Plastic bags or pots shall be removed carefully, and soil

around the roots shall not be dropped or disturbed much. Work shall be done

as shown in the drawing or as directed and approved by the architect and EIC.

Rates of mortality up to the maintenance period to be inclusive, in that

condition contractor has to replace the plant of the same specification without

any extra cost. Contractor shall provide vertical support for bamboo as per site

conditions during plantation and as approved by the Engineer-in-charge. Rate

shall be for the cost of the plant, loading, transporting, unloading, planting,

pesticides, fertilizers, anti-termite treatment, watering, support, maintaining,

replanting (if the plant will be died), etc, but excluding the cost of soil, manure,

sludge, and it shall be paid in the relevant tender item. Bamboo plant varieties

shall be as per the drawing.

Total Carried Over to Summary

Work using C&D waste

General Notes for Work using C&D waste :

All recycled concrete aggregate, all recycled C&D waste aggregate ( mixer of

aggregated, brick, stone, etc), all recycled/ manufactured sand shall be in

compliance with respective IS code, i.e IS383, and in compliance with

required quality parameter

2) All required recycled material shall be approved before being used in mass

execution if a quality parameter change in compare to the approved sample,

necessary approval shall be taken from the engineer in charge before using

3) only approved quality material shall be used for execution works.

77 Filling of sand cum 122.00 679.10

Providing and filling in plinth, under floor, sunk areas, sub-base of any element

and other locations with approved quality recycled sand obtained from an

approved C&D waste recycling plant, including watering, ramming in layers,

consolidating and dressing to the required level and slope, fulfilling all the

specifications of MORTH for sand filling works as directed by the engineer

incharge, complete as per drawings and as directed by the Engineer-in-

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

78 Filling of murrum or recycled C&D waste cum 46062.00 410.90

Providing and filling in plinth, under floor, sunk areas, sub-base of any element

and other locations with recycled murrum/ approved quality & grading recycled

C&D waste material obtained from any approved C&D waste recycling plant,

including watering, ramming in layers, consolidating and dressing to required

level and slope, fulfilling all the specification of MORTH for filling works as

directed by the engineer incharge, complete as per drawings and as directed

by the Engineer-in-Charge.

79 Concrete (PCC) of grade - M15 Cum 4636.26 5216.40

Providing and laying in position Ready Mix Concrete / Batch Mix Concrete of

Plain Cement Concrete (PCC) grade M15 using cement and approved quality

recycled coarse aggregates (RCA) (from an approved C&D waste recycling

plant) and approved quality recycled sand from approved C&D waste plant as

per approved design mix (Min cementitious level as per latest IS 456 shall be

maintained) manufactured in fully automatic batching plant and transported to

the site of work in transit mixer for all lead having a continuous agitated mixer,

for reinforced cement concrete work including pumping from transit mixer to

site of laying; cost of admixtures in recommended proportions as per IS:

to accelerate, retard the setting of concrete, improve workability without

impairing strength and durability; finishing, compacting, vibrating, curing,

dewatering (if required), etc, including the cost of form work (if required) and

removal of formwork, dewatering (if required), fulfilling all the specification of

MORTH for concrete works as directed by the engineer incharge,etc. complete

for all level, all height/ depth and for all lead and lift and as directed by the

Maximum 30% aggregate can be replaced by the recycled concrete

aggregates (RCA) of the total required quantity of natural mineral aggregate

Ready mix concrete made from recycled concrete aggregates and

Providing and laying in position Ready mix concrete/ batch mix concrete of

specified grade for reinforced cement concrete work, using cement content as

per approved design mix (Min cementitious level as per latest IS 456 shall be

maintained) manufactured in fully automatic batching plant and transported to

the site of work in transit mixer for all lead having a continuous agitated mixer,

for reinforced cement concrete work including pumping from transit mixer to

site of laying; cost of admixtures in recommended proportions as per IS:

to accelerate, retard the setting of concrete, improve workability without

impairing strength and durability; finishing, compacting, vibrating, curing,

dewatering (if required), etc, excluding the cost of Formwork and

reinforcement, fulfilling all the specification of MORTH/MORD/CPWD for

concrete works as directed by the engineer incharge. etc complete for all

elements, all floors, all level, any heights/ depths, any lead and lift as directed

by Engineer Incharge. A maximum of 30% of the total quantity of the natural

mineral aggregate (NMA) can be replaced by the recycled concrete

aggregates (RCA) (from an approved C&D waste recycling plant) and

recycled sand (from an approved C&D waste recycling plant).

mix design shall be made to get required strength and other required

propereties of the concrete by trial and error method by replacing optimum

quantity of recycled aggregated and recycled sand However, its shall not be

increase more than 30% of required total volume of coarse and fine

aggregates and for each ittreation necessary testing i.e compressive strength

test and other all required all test from approved Laboratery shall be perform

without any extra cost. all necessary document shall be submit by the

contractor for each ittretaion of the mix design along with test result. The final

concrete mix design shall be executed with the maximum allowable volume of

recycled aggregates and recycled sand. To use maximum recycled material

within the permissible limit, additional cement content shall be added if

required to achieve the strength and other parameters without any extra cost.

also, the Necessary prescribed material test shall be done from the approved

laboratory on suggested number of samples of the total lot without any extra

cost. If test results are within the required permisible limit, then only the tested

material shall be used in execution work.

80 Concrete of M 25 grade Cum 243.00 5133.65

81 Concrete of M 30 grade Cum 313.00 5261.05

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

82 Reinforcement for R.C.C. Kg. 54103.00 55.70

Providing reclaimed Thermo-Mechanically Treated (TMT) steel reinforcement

for Reinforced Cement Concrete (R.C.C.) work or metal fabrication work

obtained from an approved C&D waste recycling plant/ scrap yard, including

straightening, cutting, bending, placing in position, binding with G.I. binding

wire, and securing in place, complete for all leads and lifts, at all levels, floors,

heights and depths, as directed by the Engineer-in-Charge. Before the mass

procurement of the reclaimed TMT, sample approval shall be obtained from

the engineer in charge. Also, the Necessary prescribed material test shall be

done from the approved laboratory on suggested number of sample of the

total lot with out any extra cost. If test results are within the required permisible

limit, then only the tested material shall be used in execution work.

83 Block Masonry work Cum 469.00 6478.65

Providing and laying block masonry using precast solid concrete blocks having

M 7.5 grade strength made of approved quality and make cement and

approved quality recycled coarse aggregates (from approved C&D waste

recycling plant) and approved quality recycled manufactured sand (M-Sand)

from approved C&D waste plant as per approved design mix in cement mortar

1:3 (1 cement : 3 Recycle sand), where sand shall be recycled sand obtained

from an approved C&D waste recycling plant, for walls of any shape, thickness

and size, including laying, finishing, curing, watering, raking/flush jointing,

scaffolding, cutting, making openings, splay, chamfer, projections and all

required construction details, complete for all levels, all heights and depths, as

per drawings and as directed by the Engineer-in-Charge. fulfilling all the

specification of MORTH for masonry work works as directed by the engineer.

incharge Also, the Necessary prescribed material test shall be done from the

approved laboratory on a suggested number of samples of the total lot without

any extra cost. If test results are within the required permissible limit, then only

the tested material shall be used in execution work.

84 12-15 mm thick plaster Sqm 4071.00 274.05

Providing and laying 12 to 15 mm thick single-coat cement plaster on masonry

or concrete surfaces in cement mortar 1:3 (1 cement : 3 recycled sand), where

sand shall be recycled manufactured sand (M-Sand) obtained from an

approved C&D waste recycling plant, finished smooth with trowel, including

making drip moulds, grooves, forming pattas, scaffolding, staging, curing,

cutting, rounding of corners, finishing at junctions, and completing all works as

required at all levels, in all shapes, and as directed by the Engineer-in-Charge.

Also, the Necessary prescribed material test shall be done from the approved

laboratory on a suggested number of samples of the total lot without any extra

cost. If test results are within the required permissible limit, then only the

tested material shall be used in execution work.

85 Structural steel work - Fabrication works - with paint Kg. 110958.00 137.40

Providing, fabricating, assembling, hoisting, erecting and fixing in position

structural steel work at all heights/ all levels/ all shapes & sizes with all leads &

lifts using any type of steel obtained from reclaimed C&D waste (from

approved C&D waste recycling plant/ scrap yard) for the any type of the metal

elements i.e. window grill, transom bar, bright bar in wooden door - window

frame, railings, gates, grills, bracings, foundation plate & bolt, support at truss

system, truss, purlin, rafter ,cleat, platforms, brackets, fencing pole, signage

pole, service elements, Jali, clamp, logo, sculpture etc. including straightening,

cutting, bending, embosing, bolting and welding, eatching (if required) the

members all as per structural drawings and as per detailed specifications (for

materials & workmanship) including profile cutting, smooth grinding, machining

of edges/ faces, necessary welding (electric arc welding) for required weld

lengths and sizes, machine drilling of holes for joining/ anchoring/bolting,

necessary arrangements of templates to keep the foundation bolts in position

dry sanding, degreasing (wet cleaning) & preparation of rust-free surface

manually or mechanically, metal putty to make the surface even and smooth,

necessary scaffolding/ staging, anchor fasteners,extra for bending elements

for fixing etc complete.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

Contractor prepare shop drawing and get approved. The fabrication work shall

start only after approval of the fabrication drawings. Fabrication shall be in a

perfect Architectural workmanship manner and as provided in Section V & VI

of IS 800 & IS 7215. Contractor shall responsible against stability, safety etc

all complete,structual steel work as per approved make.

The rate shall include for applying (on all surfaces of MS member) two or more

coats PU paint (DFT min 40 micron per coat)/Hammer Finish paint of

approved make and shade over two coat (DFT min 50 micron per coat) of anti

corrosive epoxy base primer for PU paint/ epoxy primer for hammer finish

paint, as per manufacturer's specification, anchor fastener etc all complete.

Also, the Necessary prescribed material test shall be done from the approved

laboratory on a suggested number of samples of the total lot without any extra

cost. If test results are within the required permissible limit, then only the

tested material shall be used in execution work.

86 Embankment construction with selected approved quality recycled murrum/ Cum 34141.00 428.15

approved quality & grading recycled C&D waste material obtained from any

approved C&D waste recycling plant, laid at OMC to min. 95% proctor density

by using a vibratory roller or by any other means for compaction. The rate

includes royalty charges for material, transportation to the site for all lead and

lift, and laying-in max. 300 mm layers, watering, rolling & compacting the same

as per the specifications, drawings and as directed by the Engineer-in-charge.

Method statement shall be prepared and submit to the engineer in charge for

confirmation before starting the execution of work. fulfilling all the

specifications of MORTH for embankment works as directed by the engineer

in charge. Also, the Necessary prescribed material test shall be done from the

approved laboratory on a suggested number of samples of the total lot without

any extra cost. If test results are within the required permissible limit, then only

the tested material shall be used in execution work.

Construction of granular sub-base (GSB) by providing close graded Material

using recycled concrete aggregates (from approved C&D waste recycling

plant) of required size conforming to required grade with required size of

aggregate (respective as per grade) having CBR Value as per respective

grade specifications/crusher run, mixing in a mechanical mix/mix in place

method plant at OMC, carriage of mixed material by tipper to work site, for all

leads & lifts, spreading in uniform layers of specified thickness with motor

grader on prepared surface and compacting with vibratory power roller to

achieve the desired density, complete as per MoRTH clause 401 and as

directed by Engineer in charge. fulfilling all the specifications of MORTH for

granular sub-base (GSB) works as directed by the engineer in charge.

Also, the Necessary prescribed material test shall be done from the approved

laboratory on a suggested number of samples of the total lot without any extra

cost. If test results are within the required permissible limit, then only the

tested material shall be used in execution work.

Providing, laying, spreading and compacting graded recycled concrete (from

approved C&D waste recycling plant) aggregate (size range 53 mm to

mm) to wet mix macadam (WMM) specification including premixing the

material with water at OMC in mechanical mix plant carriage of mixed Material

by tipper to site for all leads & lifts, laying in uniform layers with mechanical

paver finisher in sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density, complete as

per specifications and directions of Engineer-in-charge. fulfilling all the

specifications of MORTH for wet mix macadam (WMM) works as directed by

the engineer in charge.

Also, the Necessary prescribed material test shall be done from the approved

laboratory on a suggested number of samples of the total lot without any extra

cost. If test results are within the required permissible limit, then only the

tested material shall be used in execution work.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

89 PQC Road Cum 10243.00 6832.00

Providing and laying cement concrete pavement/Pavement Quality Concrete

(PQC) of mix M-40 with ready mixed concrete from batching plant. The ready

mixed concrete shall be laid and finished with vacuum dewatering process and

Power floater treatment in roads, pavements, platform, floors etc well

compacted, mechanically vibrated with screed vibrator, finished to required

levels, floated with neat cement and power trowelled to get desired smooth

finish/ broom finish as per design, over a levelling course, including casted in

panel, MS channel or box shuttering, curing, as per Specifications and in

conformity with the lines, grades and cross sections shown on the drawings

etc as directed by Engineer. The size of panel should be as per drawing as

directed by Engineer. The Contraction joints to be formed at location as per

drawing by grooving with mechanical saw within 48 hrs. Groove/ sawed joints/

longitudinal joints shall be made of approximate 6mm width and approximate

40 mm depth min (1/3 rd depth of the pavement) or joint/groove shall be as

per shown in the drawing. LDPE sheet (min 125 gsm) shall be laid below

pavement if required as per design intent. The rate shall be inclusive of labour,

making the grooves, filing groves with approved sealant and backer rod,

provision of expansion joint, construction joint, longitudinal joints, LDPE sheet

and machinery cost etc complete and as directed by Engineer in charge.

Dowel bar, Tie bar & other Reinforcement bars if required as per drawing, shall

be paid in relevant tender item. Mock up for concrete pavement work (for

brooming pattern and joints as per drawing) shall be prepared by contractor

and got approved from architects in all respect prior to mass execution works.

Architect reserves right to reject part or all work of sub standard or not in

confirmation to sample approved as per mock up. fulfilling all the specification

of MORTH for concrete works as directed by the engineer in charge

A maximum of 20% of the total quantity of the natural mineral aggregate

(NMA) can be replaced by the recycled concrete aggregates (RCA) (from

an approved C&D waste recycling plant) and recycled sand (from an

approved C&D waste recycling plant). mix design shall be made to get

required strength and other required propereties of the concrete by trial and

error method by replacing optimum quantity of recycled concrete aggregated

(RCA) and recycled sand However, its shall not be increase more than 20% of

required total volume of coarse and fine aggregates and for each ittreation

necessary testing i.e compressive strength test and other all required all test

from approved Laboratery shall be perform without any extra cost. all

necessary document shall be submit by the contractor for each ittretaion of the

mix design along with test result. The final concrete mix design shall be

executed with the maximum allowable volume of recycled aggregates and

recycled sand. To use maximum recycled material within the permissible limit,

additional cement content shall be added if required to achieve the strength

and other parameters without any extra cost. also, the Necessary prescribed

material test shall be done from the approved laboratory on suggested number

of samples of the total lot without any extra cost. If test results are within the

required permisible limit, then only the tested material shall be used in

90 Precast Cement Concrete Paver Block - 60mm thick, M-35 Grade Sqm 6723.00 1052.80

Providing and laying factory-made chamfered edge shot blasted/sand blasted

finished, non-interlocking type, square/ rectangle shape paver blocks of

approved make, any sizes, any shade, any pattern, any color having 60 mm

thickness and minimum M-35 grade, machine made, factory finished for

footpath, parking areas, service lanes and other similar areas as mentioned in

the drawing Including providing and laying 50 to 80 mm thick average bedding

layer of coarse sand below paver block as per required grading and

specification. The laid paver block shall be mechanically compacted. The work

of the paving blocks shall be executed in line and level. The paver block shall

be cut by mechanical means only, if required. Paver blocks shall be

compacted and shall be re-laid if necessary. The actual laid area shall be

measured for payment without any wastage. The Sample and mock-up shall

be approved before execution. damaged block shall not be used in laying.

Sample and mock shall not be payable if rejected. fulfilling all the

specifications of MORTH for paver block works as directed by the engineer in

A maximum of 20% aggregate can be replaced by the recycled aggregates

(from an approved C&D waste recycling plant) and recycled sand (from an

approved C&D waste recycling plant) of the total required quantity of natural

mineral aggregate (NMA).

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

91 Pre-cast concrete kerb cum 341.00 12289.75

Providing & fixing Minimum M25 grade of customized, factory-made precast

concrete exposed finish/ fair finish kerb stones as per design intent of

approved make and as per sample approved of any sizes, any shape. Kerb

shall have chamfered type/ pencil corner edges. Kerbs shall be fixed on the

base PCC with cement mortar 1:2 including flush pointing in CM (1:2) for all

joints of the kerbstones, curing, etc. complete. The rate shall also include

erecting and fixing in position all varieties/ shapes of kerbs (i.e. radius kerbs,

corner kerb, quadrant kerbs, drain out kerb, flat kerb, parking edge kerb, ramp

kerb etc) as per drawing. Precast kerb shall be protected with good quality

plastic sheet for protection against bituminous/ concrete work. The rate shall

include the joining, curing, finishing, protection etc complete as directed by the

engineer in charge. fulfilling all the specifications of MORTH for precast kerb

works as directed by the engineer in charge. The actual installed kerb volume

shall be measured in payment.

Sample and Mock-up shall be carried out as suggested by the Architect and

as directed by the Engineer in charge. The loose sample of kerb and laid

mockup shall be approved by the Engineer-in-charge before mass execution.

Architect reserves right to reject part or all work of sub standard or not in

confirmation to approved sample as per mock up. Sample and mock shall

not be payable if rejected. The actual laid volume shall be measured for

payment without any wastage.

Base PCC, excavation (if required) and other required civil work shall be paid

in relevant items. damaged block shall not be used in laying.

A maximum of 20% aggregate can be replaced by the recycled aggregates

(from an approved C&D waste recycling plant) and recycled sand (from an

approved C&D waste recycling plant) of the total required quantity of natural

mineral aggregate (NMA).

92 MS Cylindrical Bollard/ delineators Kg. 715.00 162.50

Providing and placing in position MS Bollard / delineators of any size, any

shape, in required thickness as per drawing (factory made).

Bollard/delineators shall be made of fabricated using reclaimed steel/MS

sections sourced from approved recycling facilities/ scrap yard MS section

with base plate and bolts. Bollard/delineators shall be finished with two or

more coats of PU paint (min 60 DFT) of approved make and shade over two

coat of anti-corrosive epoxy base primer, as per manufacturer's specification.

Retro reflective strips of approved make shall be fixed on bollard/delineators

after painting work as per drawing.

Bollard /delineators shall be fixed on concrete base with required anchor

fastener, bolts, other accessories etc with required civil work.

Rate shall be inclusive of all material (MS work, PU paint, reflective tape,

fastener, accessories etc) but excluding the cost of required civil work (i.e.

excavation, filling, concrete base etc) as suggested by Engineer in charge.

93 Metal dustbins: Kg. 4111.00 249.90

Providing and fixing in position factory-fabricated metal dustbins having a

provision for dry and wet collection as per the drawing and as per the

approved sample.

The dustbins shall be fabricated with cutting, banding, profile cutting, CNC

work etc., complete, as per the drawing.

The dustbins shall be made of fabricated from reclaimed mild-steel sections

and sheets sourced from approved metal recycling facilities/ scrap yard and

finished with hot deep galvanizing and polyester powder coating (minimum

micron thickness) of an approved make and shade with appropriate sign/logo

for garbage segregation.

The dustbins shall have a metal structure and openable shutter at both sides

for access of the bin. The shutter shall be with invisible self-closing hinge of

the required capacity and of an approved make and locking arrangement

inside the shutter as per the drawing. The metal structure shall be fixed on a

precast base block with anchor fasteners of the required capacity as per the

The Contractor shall prepare shop drawing based on the concept drawing and

get approval from The Architect and the Engineer-in-Charge before execution.

The Contractor shall also prepare a mock-up as suggested and approved by

the Architect and The Engineer-in-Charge. The Architect and The Engineer-in-

Charge reserves the right to reject part or all of the work if found to be sub

standard or not as per the approved sample and mock up.

The rate shall be inclusive of the metal structure, hot dip galvanizing, powder

coating, hardware for the shutter, fastener, logo/sign, transportation for all lead

and lift by any means, etc., complete.

the precast base and plastic garbage container shall be paid under the

relevant Tender items.

The rate shall be per kilogram of installed dustbins for payment.

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

94 Precast Planter No 30.00 7085.15

Providing, hoisting, and arranging in position precast exposed/ fair finish,

factory-made concrete planter of approximate size 800mm x 600mm x

580mm (± 100mm) as per design intent and architect selection, of approved

make, made of minimum M-25 grade reinforced cement concrete. fulfilling all

the specifications of MORTH for concrete works as directed by the engineer in

The rate shall also include for erecting and fixing the planter in position as per

drawing, fixing, finishing, TMT reinforcement bar (if required), etc, complete as

directed by Engineer in charge.

Contractor shall submit methodology for erection of planter and get approved

from Engineer in charge. Installed planter shall not have any damages.

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard or

not in confirmation to approved sample as per mock up. Sample and mock

shall not be payble if rejected or casted in other location (not in scope of work

A maximum of 30% aggregate can be replaced by the recycled concrete

aggregates (RCA) (from an approved C&D waste recycling plant) and recycled

sand (from an approved C&D waste recycling plant) of the total required

quantity of natural mineral aggregate (NMA).

95 Precast Bench No 15.00 8808.75

Providing, hoisting, stacking and arranging in position Precast Bench of

approximate size 1500mm x 450mm x 380mm made of minimum M-25 grade

reinforced cement concrete as per drawing, Contractor shall submit

methodology for erection of precast bench and get approved from Engineer in

charge. Installed precast bench shall not have any damages. The rate shall

also include for erecting and fixing the precast bench in position as per

drawing, fixing, finishing,TMT reinforcement bar (if required) etc complete as

directed by Engineer in charge. fulfilling all the specifications of MORTH for

concrete works as directed by the engineer in charge.

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard or

not in confirmation to approved sample as per mock up. Sample and mock

shall not be payble if rejected or casted in other location (not in scope of work

A maximum of 30% aggregate can be replaced by the recycled aggregates

(from an approved C&D waste recycling plant) and recycled sand (from an

approved C&D waste recycling plant) of the total required quantity of natural

mineral aggregate (NMA).

96 Pre cast Cylindrical Bollard No 190.00 2109.95

Providing, hoisting, and arranging in position exposed fair finish, factory made

pre-cast bollard of approximately size 800mm high and 280mm Dia as per

design intent, of approved make, made of minimum M-30 grade reinforced

cement concrete. fulfilling all the specifications of MORTH for concrete works

as directed by the engineer in charge.

The rate shall also include for erecting and fixing the bollard in position as per

drawing, curing, finishing, cost of excavation, base PCC M15 grade and finish

good, rendering (if required), transportation, loading and unloading charges,

etc complete as directed by Engineer in charge.

Contractor shall submit methodology for erection of bollard and get approved

from Engineer in charge.

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard or

not in confirmation to approved sample as per mock up. Sample and mock

shall not be payble if rejected or casted in other location (not in scope of work

A maximum of 30% aggregate can be replaced by the recycled aggregates

(from an approved C&D waste recycling plant) and recycled sand (from an

approved C&D waste recycling plant) of the total required quantity of natural

mineral aggregate (NMA).

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

97 Providing and fixing in position Duel (2 No) of Dustbins in support of "Swacha Pair 78.00 34961.15

Abhiyan" for wet and dry garbage made of recycled material, of suggested

size, capacity, material, finish, with logo & sign and type/ function of dustbin

and as per approved sample.

(Basic Rate - 30,000)

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard or

not in confirmation to approved sample as per mock up. Sample and mock

shall not be payble if rejected or casted in other location (not in scope of work

98 Exposed aggregate finished flooring Sqm 122.00 892.70

Providing and laying 80mm exposed aggregate finished path on any surface

with 50mm under layer 1:1.5:3 (1 Cement: 1.5 approved quality recycled sand)

: 3 graded stone aggregate 20 mm nominal size) and top layer of 30mm thick

stone washed chips/grit paving of any shade (i.e. selected quality recycled

concrete aggregates), any size, any finish made of grey cement mixed with

required pigment in the ratio 1:1.5 ( 1 grey cement: 1.5 pigment) and with

cement concrete 1:0.50:2 (1cement: 0.50 recycled sand: 2 approved shade

stone mix chipping 10mm normal size) over under layer in panels as per

approved pattern including scrubbing and washing the top layer with brushes

and water to expose the stone chipping and furrowing the existing under layer

with scratching tool and applying slurry over the under layer 2.00kg of cement

per square metre, forming required size of grooves, providing and removing

wooden battens, repair of edges & finishing the groove complete as per

specification and direction of Engineer-in-charge. selected natural stone

chips/grit mixture with different composition of different stone chips shall be

approved before mock up. shall be approved for mock up works. Mock up

work shall be done using selected approved natural stone chips/grit for

approval from the architect and the engineer in charge before mass execution.

Mass execution shall be execute confirming to approved mock up. Architect

reserves right to reject part or all work of sub standard or not in confirmation to

approved sample and as per mock up. contractor shall take care for chips/grit

shall not be setteled, displaced and disintigrate from the external

pathway/pavement. After execution, external pathway/pavement shall not be

damaged due to other construction activity. Actual executed area of natural

stone chips/grit finish external pathway/pavement works shall be measured for

payment without considering any wastage.

Maximum 30% aggregate can be replaced by the recycled concrete

aggregates (RCA) of the total required quantity of natural mineral aggregate

99 CC Pavement - M 30 Cum 340.00 6578.00

Providing and laying cement concrete pavement of mix M-30 with ready mixed

concrete from batching plant. The ready mixed concrete shall be laid and

finished with vacuum dewatering process and Power floater treatment in

roads, pavements, platform, floors etc well compacted, mechanically vibrated

with screed vibrator, finished to required levels, floated with neat cement and

power trowelled to get desired smooth finish/ broom finish/ grit finish as per

design, over a levelling course, including casted in panel, MS channel or box

shuttering, curing etc as directed by Engineer. fulfilling all the specification of

MORTH for concrete works as directed by the engineer incharge. The

Contraction joints to be formed at every 5m distance by grooving with

mechanical saw within 48 hrs. Groove/ sawed joints/ longitudinal joints shall

be made of 6mm width and 40 mm depth min (1/3 rd depth of the pavement)

as shown in the drawing. LDPE sheet (min 125 gsm) shall be laid below

pavement. The rate shall be inclusive of labour, making the grooves, filing

groves with approved sealant and backer rod, provision of expansion joint,

LDPE sheet and machinery cost etc complete and as directed by Engineer in

charge. Reinforcement if required shall be paid in relevant tender item. Mock

up for concrete pavement work (for brooming pattern and joints as per

drawing) shall be prepared by contractor and got approved from architects in

all respect prior to mass execution works. Architect reserves right to reject part

or all work of sub standard or not in confirmation to sample approved as per

A maximum of 25% aggregate can be replaced by the recycled aggregates

(from an approved C&D waste recycling plant) and recycled sand (from an

approved C&D waste recycling plant) of the total required quantity of natural

mineral aggregate (NMA).

Rates Total Amount

Rates Total Amount

SR.No Description Unit Total Quantity Based on R&B SOR and MR

SOR and MR Amount

100 Mosaic flooring sqm 408.00 600.45

Providing & laying mosaic flooring for plain and curved surfaces, comprising of

20 to 25 mm size broken pieces of waste ceramic/ waste glazed tiles in any

colour laid over 12 to 15mm thick cement mortar 1:6 (1 cement: 4 approved

quality recycled sand) bedding including applying cement slurry at the rate of

2.75 kg per sqm on plain or sloped surfaces with joints not exceeding 5 mm,

including filling the gaps with white cement mixture & mixing with synthetic

polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40,

cross-section size ranging from 10 to 40 micron & length up to 6mm, mixing

fibre @ 125 grams per 50kg of cement in cement mortar, including providing

all complete as per direction of Engineer-in-charge. The flooring shall be

tampered with a wooden rammer not exceeding 2 Kg in weight to bring the

mortar up to the surface, including rounding of the junctions and extending

them up to 15 cm. along the parapet wall. The rate shall include for a different

colour is used, any pattern or design as per drawing and direction, curing,

cleaning with water and oxalic acid, etc. complete. Only the Plan area shall be

measured for payment.

Construction of dry lean cement concrete sub base over a prepared sub-grade

with coarse and fine aggregate conforming to IS:383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per specifications, cement content

not to be less than 150 Kg/cum, optimum moisture content to be determined

during trial length construction, concrete strength not to be less than 10 Mpa

at 7 days, mixed in a batching plant, transported to site, for all leads & lifts,

laid with a mechanical paver, compacting with 8-10 tonne vibratory roller,

finishing and curing etc. complete as per direction of Engineer-in- charge.

fulfilling all the specifications of MORTH for Dry lean concrete (DLC) works as

directed by the engineer in charge. A maximum of 25% of the total quantity of

the natural mineral aggregate (NMA) can be replaced by the recycled concrete

aggregates (RCA) (from an approved C&D waste recycling plant) and recycled

sand (from an approved C&D waste recycling plant).

Also, the Necessary prescribed material test shall be done from the approved

laboratory on a suggested number of samples of the total lot without any extra

cost. If test results are within the required permissible limit, then only the

tested material shall be used in execution work.

Total Carried Over to Summary

Total Civil Amount

Total Based on Based on R&B

Sr. No Description Unit

Quantity R&B SOR and SOR and MR

ELECTRICAL WORK

ELECTRICAL WORKS

1) For more detailed description of any material or item contained in the BOQ, please refer Electrical

Works Specifications. If the detailed specs for a particular item is not contained in the Part-II technical

specification, the description given in the BOQ shall have to be referred.

2) All items mentioned in the tender shall be executed as per the instruction and direction of Engineer-

Panels_Section Feeder Pillar ( Outdoor Type - A)

Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, &

102 Commissioning double compartmentalized Double door type section feeder piller with IP 55 protection No. 6.00 1,59,915

& should be powder coated fabricated from 14 Guage CRCA sheet & folded channel totally enclosed

cubical type with pad lock arrangment. The successful tenderer will have to prepare general

arrangement with dimensions & get it approve through Architect/ Consultant. All civil work including

RCC platform for section pillar should be in scope of Electrical contractor complete in all respect as

per detail drawing and directed by engineer incharge.

(As per attached Single line diagram)

Space compartment Provision For Supply Co' Energy meter in section feeder piller. And space

compartment of approx 15KVA Stabilizer to be considered in SFP fabrication.

Panels_Section Feeder Pillar ( Outdoor Type - B)

Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, &

Commissioning double compartmentalized Double door type section feeder piller with IP 55 protection

& should be powder coated fabricated from 14 Guage CRCA sheet & folded channel totally enclosed

cubical type with pad lock arrangment. The successful tenderer will have to prepare general

arrangement with dimensions & get it approve through Architect/ Consultant. All civil work including

103 RCC platform for section pillar should be in scope of Electrical contractor complete in all respect as No. 6.00 1,09,576

per detail drawing and directed by engineer incharge.

(As per attached Single line diagram)

Space compartment Provision For Supply Co' Energy meter in section feeder piller. And space

compartment of approx 15KVA Stabilizer to be considered in SFP fabrication.

SITC of 32 A x 415 V plug & socket with interlocked switched socket, FP MCB and surface mounting

box IP 66 with DIN rail for 5 module equivalent to legrand make Cat no.56674 but without cost of wiring

104 and piping. Scope also includes necessary foundation, cable entry pipes etc complete in all respect as No. 12.00 10,758

Supplying, assembling, leveling, grouting, erecting, Testing, & Commissioning of Totally insulated wall

sockets with din rail 16 A 5 pin socket with 16A plug with 16A FP MCB made out of environment

105 friendly, recyclable polycarbonate thermoplastic, Degree of Protection IP 67, in accordance with IEC No. 12.00 6,837

60309 ,self extinguishing glow wire tested at 960 deg. cent equivalent to Hensel Walther make Cat.

SITC of 155mm x 210mm x 92 mm Water tight junction box (equivalent to Hensel make Cat No. KF

1616G) having Degree of Protection IP 67 with 4 Nos. 4 way terminal suitable up to 16 Sq.mm with

106 necesssry accessories with din rail channel complete in all respect. Scope also include to provide gel No. 12.00 3,548

to make junction box water tight for buried application.

Drilling the road without breaking the road surface (Asphalt) for laying of cable for feeding power

supply by making up to following size of holes at both ends complete.

107 (B) Up to 150 mm bore dia RMt 20.00 610

Excavation and back filling of 90 cms deep cable trenches required for laying the cables directly buried

108 in the ground. This includes supplying and providing cable markers at an interval of 10 meters. RMt 200.00 79

Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also on

both sides with covering of 7. 5 Cms. layer of sand above & below cable (16 bricks per meter)

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for

1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables

(C) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)

(B) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)

Supply, testing and Laying XLPE steel wire/flat armoured cable of 1100 V grade of Aluminum /

Copper Conductor of following sizes in ready made trench or mounted on wall with necessary

clamping arrangement or in pre-laid RCC hume pipe with necessary cable identification mark to be

112 provided at distance of 10 mt. The vertical cable on wall shall be drawn in prelaid conduit for vertical Rmt 600.00 182

mechanical support.

4 core 25 Sq. mm Al. XLPE ARM Cable

113 4 core 16 Sq.mm Al. XLPE ARM Cable Rmt 8,280.00 152

114 4 core 10 Sq.mm Al. XLPE ARM Cable Rmt 9,900.00 139

115 4 core 6 Sq.mm Al. XLPE ARM Cable Rmt 100.00 125

Total Based on Based on R&B

Sr. No Description Unit

Quantity R&B SOR and SOR and MR

116 Copper Cables : 16 Sq.mm x 4c Cu. XLPE ARM Cable Rmt 50.00 978

117 10 Sq.mm x 4c Cu. XLPE ARM Cable Rmt 50.00 670

118 6 Sq.mm x 4c Cu. XLPE ARM Cable Rmt 200.00 505

119 4 Sq.mm x 4c Cu. Round Flexible Cable Rmt 200.00 175.00

120 2.5 Sq.mm x 4c Cu. XLPE ARM Cable Rmt 100.00 269.00

121 6 Sq.mm x 3c Cu. XLPE ARM Cable Rmt 50.00 392.00

122 4 Sq.mm x 3c Cu. XLPE ARM Cable Rmt 50.00 285.00

123 2.5 Sq.mm x 3c Cu. XLPE ARM Cable Rmt 200.00 213.00

Supply & Laying of FRLS type copper flexible wire of 650V/1100V along with above mentioned cable

directly buried in ground or in prelaid conduit as a earth wire.

124 Supplying and Laying 1 no 4 sqmm Cu. PVC insulated flexible wires with ISI approval for 650 V/ 1100 Rmt 100.00 37

V as earth wires.

Cable Termination:

Supplying & fixing double compression type Brass glands & making joint with necessary bi metalic

125 crimping socket of long nack type connecting the same to various equipment/panel/DB etc. for the No. 12.00 75

following sizes:

35/50 Sq.mm x 3.5c Al. XLPE Arm. Cable

126 25 Sq.mm x 3.5c Al. XLPE Arm. Cable No. 12.00 66

127 16 Sq.mm x 4 C Al. Arm. Cable No. 50.00 47

128 10 Sq.mm x 4 C Al. Arm. Cable No. 50.00 38

129 6 Sq.mm x 4c AL. Cable No. 2.00 38

130 16 sq.mm x 4 c Cu. Cable No. 2.00 47

131 6 sq.mm x 4c Cu. Cable No. 10.00 38

132 2.5 / 4 Sq.mm x 2c to 4c Cu. Cable No. 2.00 33

Supplying & making joint with necessary bi metallic crimping socket of long neck type connecting the

same to various SFP's/ PP/ Poles etc. for the following sizes for all cores at end as specified.

133 35/50 Sq.mm x 3.5c Al. XLPE Arm. Cable No. 48.00 20

134 16/25 Sq.mm x 4c Al. Cable No. 1,648.00 15

135 10 Sq.mm x 4c Al. Cable No. 4,000.00 13

136 16 Sq.mm x 4c Cu. Cable No. 8.00 12

10 Sq.mm x 4c Cu. Cable

6 sq.mm x 4 c Cu. Cable

4 Sq.mm x 4 c Cu. Cable

6 Sq.mm x 3 c Cu. Cable

4 Sq.mm x 3 c Cu. Cable

Supplying , fabricating and installation of various sizes MS race way / junction boxes/clamps/hangers /

enclosure for light fixtures/ for cable trays etc. made out of specified gauge sheet/Angle/Flat/rod/

channel/box section etc with all necessary accessories like bend, junction boxes, coupler, supporting

clamps, elbows, hardware, anchor fasteners complete with Cutting, welding, grinding, finishing

necessory grouting,cementing, plastering etc.. All the necessary fabrication required will be included

in the scope of contractor. Scope also includes two coat of primer and two coat of paining of each

items on all the sides complete in all respect as instructed by Architect / project in charge.

Providing earthing stations for equipment earthing as shown and specified in drawing for equipment

complete with :

Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes having

Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250

Micron galvanising, connection terminal dia of 12mm with constant ohmic value surrounded by highly

143 conductive compound with high charge dissipation suitable for following type of applications. No. 24.00 8,551

(c) For Electrical Installation covering Transformer Neutrals, Lightning arrester Earthing, A.C.Plant &

Sensitive Computer System(like Automation, SCADA) i.e independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

Total Based on Based on R&B

Sr. No Description Unit

Quantity R&B SOR and SOR and MR

Earth wire/strips :

Supply and laying cu. earthing required size strips for interconnecting the earthing stations, panels,

DB's etc. in built up trenches, on walls/ceiling, buried in ground generally as specified and shown on

drawings complete with :

144 a) Fixing accessories. Rmt 393.00 46

b) Corrosion protection of buried conductors with bituminous coating and covered with PVC tapes.

25 x 3 mm GI. strip

No.8 to 16 SWG bare GI. earth wire

Supplying and laying following sizes PVC pipe of approved make in open / concealed in wall manner

including excavation and back filling (if required) as per layout and drawing and re-filling the trenches

etc. complete as directed.

Heavy gauge pipe in Open / Concealed manner minimum 25 mm dia with GI pulling wire.

Heavy gauge pipe in Open / Concealed manner minimum 32 mm dia with GI pulling wire.

Heavy gauge pipe in Open / Concealed manner minimum 40 mm dia with GI pulling wire.

Heavy gauge pipe in Open / Concealed manner minimum 50 mm dia.

Supplying and laying following sizes Double walled corrugated HDPE pipes confirming IS 14930 Part

& Part 2 of approved make in open / concealed in manner including excavation and back filling (if

150 required) as per layout and drawing and re-filling the trenches etc. complete as directed. Rmt 8,480.00 141

50 MM OD DWC Pipe

90 MM OD DWC Pipe Rmt 1,200.00 175

120 MM OD DWC Pipe Rmt 1,000.00 216

160 MM OD DWC Pipe with readymade spacer at every one meter. Rmt 6,380.00 597

295/300 MM OD DWC Pipe with readymade spacer at every one meter

Supplying and laying following 7- Way 40mm Multi Ducts with solid permanently solidly lubricated

Silicore. External Sheath will be in Orange Color and will be free from any visual defects. The colour of

the 7 nos. PLB HDPE ducts will be Green, blue, yellow, Brown, violet, Grey , Red for differentiation.

Outer sheet thickness will be 1.2mm +- 0.2mm. The inner surface of the multi channel ducts will be

Straight ribbed/Plain Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm +-

0.3mm. and Straight Ribbed/Plain Wall thickness will be 0.2 to 0.3mm 122mm OD(7 Nos. 40mm Od

ducts Inserted) 7 way duct with excavation, re-filling the trenches and with Spacers ABS duct -5MM

thickness, width 25mm complete in all respect.

Supply,installation, testing, commissioning of 15kva Unbalanced Air cooled Type Servo controlled

voltage stabilizer suitable for indoor application. Capacity: 15kva, Input voltage range: 340V to 480V,

156 Output voltage range: 415V +/- 1% Phase to phase, Input Frequency: 47 to 53 Hz, Control type: Digital No. 12.00 45,425

Micro controlled based, Reset: Manual as well as auto, Efficiency: 98%, Type: Air cooled for outdoor

Scope includes Follow Up with all the local power supply co, Local Gas company, telecom company,

local goverment dept., any kind of AMC department , Environment Dept. etc. for getting approval for

handing over the site for succesfull installation. followup with local supply co. for getting supply to

various Section Pillar. The scope also covers lying of L.T. cable from Section Pillar to company's cut-

157 out. This also covers to obtain any permission required for road crossing from any authority (if LOT 1.00 50,000

required), Filling the necessary application to supply co., following up and getting the supply filling the

necessary test report to the supply co. All official fees shall be paid by client on presentation of

documentary proof and all other out of pocket expenses shall be of contractor.

Total Based on Based on R&B

Sr. No Description Unit

Quantity R&B SOR and SOR and MR

External Lighting

Post top lantern

Supply, erecting,testing, commissioning of 4 Mtr. GI pole of 139 X 4.00 mm thk. With 400 X 12 mm

round flange with integral type junction box with necessasory reducer / coupler for fixing of light

fixtures (post top lantern) & Hinged access door with allen key & gasket require to access the integral

junction box, with one coat of zinc oxide complete in all respect as per Drawing. Rate shall be including

PU paint of shade as per drawing or as directed by Architect and rate shall be inclusive of RCC

foundation work with earthing complete in all respect as per requirement as per site condition with cost

of the chemical grouted Anchor fastener/foundation bolt and spiral earthing approx 2 mtr length of GI

wire. ( As Per Typical Draiwng of Post Top) (Sample to be approved)

1) integrated junction box having with necessary 6 way connector, 1 No. / 2 Nos. 2A SP MCB with din

channel, 8mm thk. Hylem sheet, 12x2 mm thk. GI Patti Clamp, with necessary required hardware,

necessary welding & Fabrication work (if required) complete in all respect.

2) 40 mm diameter GI pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3nos. x 1.5 sq.mm.flexible FRLS copper

wires of specified make for each fixture.

4) Concrete foundationwith base plate.

5) Excavation for erection of poles as per drawing complete in all respect.

6) Pole Numbering to be carried out by contractor as instructed by Site in charge as per Client's

Supply & Installation of GI Pole made out of B CLASS ERW G.I. PIPE for road having Height - 8 meter

having thickness of 4.8 mm, 165 mm outer uniform dia., with base plate of 450 x 450 x 16 mm with

stiffener plate with 1 No integral type junction box with complete concrete foundation with necessary

reinforcement, 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 and spiral earthing approx 2 mtr length of

GI wire. ( effective length should be 8000 above FFL) (Sample to be approved )

1) with Double Arm bracket of 1 meter ( As Per Typical Draiwng of Pole)

2) with necessary 2 Nos 6 way connector, 1/2 Nos. 2A SP MCB with din rail

channel, 8mm thk. Hylem sheet, 12x2 mm thk. GI Patti Clamp, with necessary required hardware,

necessary welding & Fabrication work (if required) complete in all respect.

3) 40 mm diameter GI pipe for each cable entry .

4) Wiring up to the light fixture from the junction box using 3nos. x 1.5 sq.mm.flexible copper wires of

specified make for each fixture.

5) Concrete foundationwith base plate.

6) Excavation for erection of poles as per drawing complete in all respect.

7) Pole Numbering to be carried out by contractor as instructed by Site in charge as per Client's

Supply, installation,testing, commissioning of Street light controller (ISLC with Nema socket)

GHZ IEEE 802.15.4 RF dat rate: 250 kbps receiver sensitivity: 104 dbm network Fault Tolerance: Self-

healing mesh open ield Range:5000 ft/1.5k dat protection:256 bit AES encrypt hardware: IEEE

160 802.15.4-2003 CSMA-CA algorithm for on,off , Dimming, Controlling fault monitoring with Tilting sensor No.. 200.00 7,475

, scheduled dimining and with motion sensor.

Supply, installation,testing, commissioning of Wireless Gateway (DCU) Wireless Gateway using

GPRS or Ethernet

161 Note: Does not include any cellular charges for communication between the gateway and the Job. 8.00 57,500

management software if GPRS is used. This must be contracted from local service provider.

Supply, installation,testing, commissioning of Lighting Gale Web Based Software CD (Optional) Street

Light Management Software Server hardware and required supporting OS, database server, etc. shall

162 be provided by MSI / client Software shall be installed in client provided server Job. 1.00 5,75,000

Hand-Held Test Unit for Installation, Commissioning & Maintenance.

Providing and erecting street light pole bracket comprising main B Class GI pipe of 4.2 cm/require

outside dia. complete with suitable B Class G.I sleeve tubing of approx. 45cms.length and suitable for

76.5 mm / 80mm. / require size pole top 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

164 nipple with check nut complete painted with one coat of Red oxide / PU base primer and two coats of No. 50.00 608

Aluminium / PU paint. paint with following nos of arms.

Single Arm bracket 1 Mtr

Providing and erecting street light pole bracket comprising main B Class GI pipe of 4.2 cm/require

outside dia. complete with suitable B Class G.I sleeve tubing of approx. 45cms.length and suitable for

76.5 mm / 80mm. / require size pole top 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

165 nipple with check nut complete painted with one coat of Red oxide / PU base primer and two coats of No. 20.00 1,035

Aluminium / PU paint. paint with following nos of arms.

Three Arm Bracket 1 Mtr

Total Based on Based on R&B

Sr. No Description Unit

Quantity R&B SOR and SOR and MR

Supplying, erecting, connecting, testing and commissioning of Following type LED Street Light Fixture

as per specification with all necessary Hardware, Internal Wiring with Driver, lamp etc. all required

accessories Complete in all respect for at site.

166 Any kind of Street Light Fixtures type - A ( with Basic Rate of Rs.15000/-) No. 400.00 18,750

Light Fixture to be selection by Architect only.Sample to be approved before Mass production.

It Should have built in receptacle Nema 7 pin Socket to mount Smart controller without distrubing

stated IP rating of light fixures.

Any kind of Post top lantern Light Fixtures type - B ( with Basic Rate of Rs.21000/-)

Supplying, erecting, connecting, testing and commissioning of LED Posttop Light Fixture as per

specification and as per selection list of light fixtures with all necessary Hardware, Internal Wiring with

167 Driver, led etc. all required accessories Complete in all respect FOR at site. No. 500.00 26,250

Light Fixture to be selection by Architect only.Sample to be approved before Mass production.

Rates Total Amount

Rates Total Amount

Item Total based on R&B

Description Unit Based on R&B SOR

No. Quantity SOR and MR

168 Excavation for pipe line trenches etc. for all with shoring and strutting 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. In all sort of

soils and soft murrum

(GWSSB SOR 2022-23,Part- 1 & 2 B(Labour sec.),'Item No.1 Pg No. 32 of 112)

169 Extra rate over item of excavation of earth if excavation is to be done in wet Excav 7675.00 18.04

condition without resorting to pumping out incl. of bailing out of water. ation

(AMC SOR-January 2016, Drainage Section, Sr No.3) for all

170 Providing bedding incl. ramming, watering, levelling consolidating etc. m3 705.00 329.00

complete as per standard and instruction of engineer in charge as above with

required quality sand brought from outside including all lead.

(GWSSB SOR 2022-23,Part- 1&2 B (Labour Sec.), Item No.

171 Manufacturing, testing, supplying, loading, transporting to worksite,

unloading. RCC pipe of following class with Socket and spigot joints as per IS

458 -2021 including EPDM Rubber ring as per IS 5382-1985 etc. comp. As

Directed by Engineering in charge.

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet Rmt. 2330.00 755.00

600 mm dia. Pipe Rmt. 2250.00 1946.00

900 mm dia. Pipe Rmt. 2650.00 3601.00

RCC NP4 Pipe with OPC Cement

900 mm dia. Pipe Rmt. 290.00 6638.00

1200 mm dia. Pipe Rmt. 390.00 9704.00

1400 mm dia. Pipe Rmt. 315.00 14,210.00

(GWSSB SOR 2022-23, Item No. 10.1.D & 10.1.E Page No.15 of 112 ; Section-1

& 2.A- SRC Rate)

172 Lowering, laying and jointing R. C. C. pipes of following diameters in 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 lSI code.

R.C.C. PIPES (At any Depth)

300 mm dia. Pipe Rmt. 2355.00 119.00

600 mm dia. Pipe Rmt. 2255.00 228.00

900 mm dia. Pipe Rmt. 2990.00 340.00

1200 mm dia. Pipe Rmt. 400.00 440.00

1400 mm dia. Pipe Rmt. 320.00 514.00

(GWSSB SOR 2022-23 ,Item No. 11b, Page No. 39 of 112 ; Part-1 & 2.B)

173 Providing & Constructing Precast RCC Manhole in RCC M-40 grade Controlled

concrete as per drawing, in OPC including excavation, 80 mm thick P.C.C. in

M-15, Reinforcement in TMT-500, PVC Foot steps, Providing & fixing FRC

Manhole frame & cover complete etc.

Rates Total Amount

Rates Total Amount

Item Total based on R&B

Description Unit Based on R&B SOR

No. Quantity SOR and MR

For 600 dia. Pipe (upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth No 75.00 38936.00

(ii) 1.2 dia x 3.0m Depth No 1.00 50173.00

For 900 mm dia.pipe for any depth & For 600 dia. Pipe (more than 4 m.

(i) 1.5 dia x 2.0m Depth No 36.00 50265.00

(ii) 1.5 dia x 3.0m Depth No 25.00 58129.00

(iii) 1.5 dia x 4.0m Depth No 7.00 67414.00

For 1200 mm dia.pipe for any depth

(i) 2.0 dia x 3.0 m depth No 7.00 94945.00

For 1400 mm & 1600 mm dia.pipe for any depth

(i) 2.4 dia x 4.0m Depth No

2.4 dia - 4.01 to 4.99 m Depth Rmt.

(i) 2.4 dia x 5.0m Depth No 1.00 184622.00

(ii) 2.4 dia x 6.0m Depth No 4.00 211668.00

(iii) 2.4 dia x 7.0m Depth No 1.00 184573.00

(As per Rate Analysis)

Constructing Scrapper Slab Type M.H. Chamber of following size incl.

excavation, refilling, brick bats cement concrete (1:5:10) of thickness 15 C.M.,

C.C. channel (1:2:4) of thickness 10 C.M., finished 15 mm thick cement plaster

inside & outside (only for shaft) in C.M.1:3, finishing with cement slurry, P/F

4 mm dia M.S Steel HDPE coated steps 35 cm c/c at 35 cm staggered

174 Masonry in C.M. 1:5, RCC slab in CC 1 : 1.5 : 3 of thickness 23 C.M, including

Cantering & reinforcement (double jalli at 15 C.M c/c bothway 12 mm dia.)

but excluding the cost of Manhole seat cover etc. completed

<= 1000 mm dia.

<= 1200 mm dia.

(AMC Drainage SOR-2009-2010,and same rates are approved by AMC for

Extra rate over item of Constructing Scrapper Slab Type M.H. Chamber of

following size for constructing M.H. Chamber,per 1.00 Decimeter of

additional depth or part there of etc. complete. (inside) and depth from.

For Pipe dia. <= 1000 mm

i) 1.6 m x 1.6 m Manhole depth from 4.0 to 5. 0 m DM 20.00 663.71

For Pipe dia. <= 1200 mm

i) 1.8 m x 1.8 m Manhole depth from 4.0 to 5. 0 m DM 20.00 732.25

(AMC Drainage SOR-2009-2010,and same rates are approved by AMC for

Rates Total Amount

Rates Total Amount

Item Total based on R&B

Description Unit Based on R&B SOR

No. Quantity SOR and MR

Providing & Fixing F.R.C. MH seat cover including carting to the work site etc. Set 8.00 2146.25

comp. directed. F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers and

Frames Cover : 728 mm dia and 100 mm thick circular cover, 35.00 MT

loaddesign, 100 x 2 mm MS flat allround, 16 mm dia plain round bar for

lifting the cover and should be fitted with plastic cups. frame : 560 mm dia

176 clear opening, outer size-888 x 888 x 175 mm. On the upper periphery of

frame 25 x 3 mm wide MS flat should be well embed in concrete to protect

the edges of frame. FRC E.H.D.-35 manhole cover and frame described as

(AMC SOR-January 2016, Drainage Section, Sr No.23a,24)

177 Constructing curb inlet with catch basin of size 0.75 x 0.75 m depth upto

m including excavation, refilling, 23 cms thick brick walls in CM (1:5) with C.C.

1:4:8, 20mm thick cement plaster in CM (1:3) outside and 10 mm thick inside

cement plaster in CM (1:3), including perforated precast concrete Extra heavy

duty (EHD) 35 type frame & cover incl. carting to the work site & fixing

Coping in M25, PVC foot steps etc. complete.

i) Curb inlet with catch basin No. 157.00 11370.00

(As per Rate Analysis)

178 Providing and casting in situ C.C. in grade M-20 (proportions as per mix m3 115.00 5520.00

design or as per table9 of IS456 2000 in masses by weigh batching ) using

granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including

scaffolding centering, formwork, needle vibrated consolidation, curing

complete up to 6 meter depth or height (excluding cost of reinforcement and

neat finishing) with centering and shuttering/deshuttering etc. complete for

structure other than water retaining

(GWSSB SOR 2022-23, Section-C(Part-1 RCC), Item No. 4, Pg. No.43)

179 Supplying cutting, bending, binding and placing in position steel as per plan MT 7.00 77504.00

and design and as per ISS 2502 including cost of steel and binding wire for

reservoirs/structures. Do-deformed (TMT) bars confirming to relevant IS Fe-

500 grade for all diameters.

(GWSSB SOR 2022-23, Section:1C, Item no-9.4, Pg-45 of 112)

180 Construction of chambers in RCC M30 with Ordinary Portland cement with

TMT Fe-500 reinforcement, PCC150 mm thick in M 15,15 mm thick inside

cement plaster in C.M.1:3 and depth of chamber from G.L. to pipe invert

level including complete civil works and

inclusive of the cost of of excavation, refilling and PVC foot steps including

providing RCC Slab in one single piece with fixing of FRC (heavy duty)

manhole frame and

cover or RCC 25 Precast slab in parts with key hole etc. complete.

Rates Total Amount

Rates Total Amount

Item Total based on R&B

Description Unit Based on R&B SOR

No. Quantity SOR and MR

(GWSSB SOR 2022-23, Item No. 1, Page No.32 of 112 ; Section-1 & 2.B)

(GWSSB SOR 2022-23, Item No. 3.1, Part 1.C(RCC), Page No. 43 of 112 )

RCC Wall m3 33.00 8083.00

RC.C. Top Slab m3 5.00 8213.00

RC.C. Base Slab m3 5.00 8213.00

(GWSSB SOR 2022-23, Section-C(Part-1 RCC), Item No. 7, Pg. No.44)

d) TMT Fe-500 Reinforcement MT 4.00 77504.00

(GWSSB SOR 2022-23, Item No. 9.4, Part 1.C(RCC), Page No. 45 of

e) 15 mm thick Inside Cement m2 95.00 176.58

Plaster in CM 1 :

(R & B SOR 2024-25, Chapter-5, Item No.17.6 ,Pg No.129)

f) FRC Manhole Nos. 1.00 2146.25

(As per AMC Drainage SOR)

g) Refilling m3 60.00 22.00

(GWSSB SOR 2022-23, Section-B(Part-1&2), Item No. 14, Pg. No.

h) PVC steps Nos. 24.00 87.00

(As per Rate analysis )

181 Refilling the pipeline trenches incl. ramming, watering, consolidating m3 57828.64 22.00

desposal of surplus stuff as directed within a radius of 3 km.

(GWSSB SOR 2022-23, Section-B(Part-1&2), Item No. 14, Pg. No. 40 of 112)

182 Conveyance charge of earth, lime, murrum, building 'rubbish, manual

garbage, sludge, excavated rock, fly ash,'aggregate of any kind etc. complete.

183 Shoring or timbering for trench with 50 mm thick planks and

suitable size truts etc. complete. Sq.m 6650.00 71.00

(GWSSB SOR 2022-23, (Part-1G M&R), Item No.16, Pg No. 82 of 112)

184 Dewatering by pumping set of required capacity includlng temporary HP/hr 27295.00 18.32

plaltform carting pumping at site and fixing the same in position including all

accessories and fuel and

labour etc. complete. (GWSSB SOR 2022-23, Part-2E, Item No. 1, Page 104 of

FINANCIAL BID FORM

To : The Municipal Commissioner,

Ahmedabad Municipal Corporation

Address : Sardar Patel Bhavan, Danapith,

Ahmedabad – 380

Name of work: - Waste to Wonder Park At Pirana Gyaspur For Solid Waste Management In

Ahmedabad Municipal Corporation, Ahmedabad.

1. Having examined the site of works and Bid Documents, comprising Instructions to Bidders,

Scope of works, Conditions of Contract, Technical Specifications, Bill of Quantities I/we, the

undersigned offer to execute and complete such works and remedy any defects therein in

conformity with the said bid documents for the sum of Rupees (in Rs).

2. We undertake, if our Bid is accepted, to commence the work within Fifteen (15) days of

receipt of the order to commence, and to complete and deliver the sections and whole of the

works comprised in the Contract within the period stated in the bid hereto.

3. If our Bid is accepted, we will furnish Performance Security (ies) in the form of a Bank

Guarantee to be jointly and severally bound on us, in accordance with the Conditions of

4. We agree to abide by this Bid for the period of One Hundred & Eighty (180) days from the

last date fixed for Bid Submission and it shall remain binding upon us and may be accepted

at any time before the expiry of that period.

5. We confirm our agreement to treat the Bid documents and other records connected with the

works as secret and confidential documents and shall not communicate information

contained therein to any person other than the person authorised by the

Employer or use such information in any manner prejudicial to the safety and integrity of the

6. Unless and until an agreement is prepared and executed, this Bid, together with your written

acceptance thereof, shall constitute a binding Contract between us, but without prejudice to

your right to withdraw such acceptance without assigning any reasons thereof.

7. We understand that you are not bound to accept the lowest or any bid you may receive.

We attach herewith proof of submission of income tax returns along with profit & loss

statement attached with tax returns.

Yours faithfully,