Development of Street at Koba Circle to Tapovan Circle, Gandhinagar (2nd Trial)

SCHEDULE B - PART-A

Memorandum showing Iteams of works to be carried out :

Sr. No. Description Unit Quantity Rate 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 cost.

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

underwater condition if required.

1 Clearing and grubbing Sqm 54422 8.7

Clearing and grubbing of top soil, up-rooting rank vegetation, grass bushes, shrubs, saplings,

trees of any girth, any size and any species, removal of stumps of trees cut earlier, debris of

dismantling work, etc. by any means and disposing of all materials for all lead and all lift at non

objectionable place etc. complete as directed by Engineer-in-charge.

2 Excavation for all kinds of soil Cum 5884 272.6

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.

3 Excavation for all kinds of soil Cum 169 295.1

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 the bottom, and

disposal of surplus excavated earth for all lead within the campus area and lift from 1.5 mt to

3.0 mt depth, etc complete as directed by engineer-in-charge.

4 Excavation for all kinds of soil Cum 57 317.6

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 the bottom, and

disposal of surplus excavated earth for all lead within the campus area and lift from 3.0 mt to

5.0 mt depth, etc complete as directed by engineer-in-charge.

Sr. No. Description Unit Quantity Rate Amount

5 Filling available excavated earth (excluding rock) Cum 5446 136.9

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-

6 Excavation of asphalt pavement Sqm 10 600.6

Excavation of asphalt pavement/ concrete pavement including demolishing of asphalt carpet/

concrete surface, including all sub layer, disposal all material for all lead and lift as directed by

Engineer in charge.

a) upto 0.60m thickness

7 Bitumen Cutting Sqm 3026 295.0

Labour charge of cutting in bituminous pavement before fixing kerb stone. Cutting to be done

with heavy duty tandem cutting machine consist of diamond blade. Minimum cutting depth shall

be 20 cm from the finished level. Cutting shall be perfectly in line. The width and depth of the

removal of asphalt towards kerb stone shall be as directed by engineer in charge. Bitumen shall

be carefully removed so that the cutting edge towards the road shall not be disturbed. Bitumen

and other debris shall be disposed for all lead and lift at non objectional place and as per the

direction of the engineer in charge. Surroundings shall be cleaned up to the satisfaction of

engineer in charge.

8 Scarifying/Milling - Road surface Sqm 20 97.2

Milling the existing bituminous pavement up to a depth of 100 mm by milling machine in a single

cutting depth to make a uniform surface without disturbing the base, cleaning the milled surface

as to avoid slippery including all other incidential charges and other unforeseen charges etc.

disposing of all materials for at non objectionable place etc. complete as directed by Engineer-in-

9 Filling of sand Cum 100 481.7

Providing and filling in plinth, under the floor, sunk, subbase of any elements or other location as

per drawing with river sand/ manufactured sand, etc including, watering, ramming

consolidating, and dressing complete for all lead and all lift and as directed by the Engineer-in-

10 Carriage of excavated earth/ gravel by mechanical transport including loading, transporting, Cum 22993 419.9

unloading, stacking & leveling at the non-objectional location for the lead of 5.0 Km beyond

initial lead and all lifts, etc complete and as per direction of the Engineer-in-Charge. Item shall be

executed after prior approval of the Engineer in charge.

11 Carriage of excavated earth/gravel by mechanical transport including loading, transporting, Per km Per 15325 9.5

unloading, stacking & leveling at non-objectional location lead beyond 5.0 Km per Km and all cum

lifts, etc complete as directed by the Engineer-in-Charge. The item shall be executed only after

prior approval of the Engineer-in-charge.

12 Topographical survey work Hectare 6 13725.5

Carry out complete topographical survey work by the total station along with the existing or new

development area in the site area including taking longitudinal section and cross-section at every

30-meter stretch width, taking required numbers of spot levels per cross-section, etc. as

suggested by the engineer in charge including marking of the required number of alignment,

taking ground-level details of existing structures/ elements, details of all existing manholes, catch

pits, utility services, light poles, trees (species, height, girth, the foliage of trees, etc), overhead

electrical lines, telephone section pillar/ box, electrical boxes, PMT including number marked on

them, road dividers, footpaths, or all similar elements etc. within construction area and additional

areas if required.

Rate includes fixing necessary reference pillars, establishing benchmarks, changing station

point, and traverse point, including preparation of accurate required survey drawings (i.e. plan,

longitudinal section, cross-section, etc.).

The contractor shall submit precise survey data in Five (5) numbers of colour hard copies in the

required readable paper size to the Engineer in charge along with a soft copy as directed by

Engineer in charge for execution work.

Sr. No. Description Unit Quantity Rate Amount

13 Conducting Utility survey mapping by Trial pits/ trenches KM 4 29575.3

Conducting Utility survey mapping for the site area/ scope of the work area as per drawing of the

total length and width of each stretch before starting the work and as per direction of the

Engineer in charge. All existing utility services like sewerage, water mains, stormwater drainage

pipelines, telecommunications, electricity, gas lines, other services, etc. Trial pits/ trenches shall

be carried out in the required number, up to the required depth at the required distance to get

precise all utility details (i.e. type of services, the material of pipe, dimension & depth of pipe,

location of chamber and manhole, invert level of manhole and chamber, and other required

detail as suggested by the engineer in charge) along each utility for final detection and validation

of the previous data generated. The Contractor shall backfill the trial pit/ trenches with approved

material and compact properly as per existing.

The contractor shall generate drawings with all underground existing utilities showing all

manholes, junctions boxes, valve chambers, catch pits, ventilating columns, poles, street lights,

and all surface features related to utilities and as suggested by the Engineer in charge. The

contractor shall be responsible for maintaining the existing services network in its condition

without any damage while preparing the trial pit. If any damage happens, the contractor shall

repair and make good up to the satisfaction of the Engineer in charge.

The contractor shall submit the marking of all trial pits with a starting point and get approval from

the Engineer in charge before starting the work. contractor shall submit a methodology statement

with the program of working and get approval from the engineer in charge before starting the

work. The work also includes soil stabilization, barricading, carting of earth, dewatering (if

required), etc as per site condition and as directed by the Engineer in charge. Length shall be

measured for which utility survey mapping has been done from an approved drawing by the

engineer in charge. The length for which the survey is to be done shall be approved before the

execution of work by the engineer in charge.

The contractor shall submit precise utility data based on the survey in Five (5) numbers of color

hard copies in required readable paper size to the Engineer in charge along with soft copies,

CAD copy as directed by the Engineer in charge.

Length shall be measured for which utility survey mapping has been done from an approved

drawing by the engineer in charge.

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 for the above.

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.

14 Concrete (PCC) of grade - M15 Cum 2841 8996.9

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 Engineer.

Sr. No. Description Unit Quantity Rate Amount

15 Ready mix concrete Cum 249 8765.0

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: 9103 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.

Concrete of M 25 grade

16 Reinforcement for R.C.C. Kg. 47028 90.0

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.

Thermo-Mechanically Treated bars (Fe 500 D)

CENTERING AND SHUTTERING

17 Formwork using any type of suitable material and/ or proprietary system Sqm 133 280.9

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

formwork to give a fair finish concrete with any shape and any size in plan and elevation

including centering, shuttering, strutting, propping, and removal, etc. height of propping and

centering below supporting floor to ceiling not exceeding 4.50 Mt. and removal of the same for in-

situ reinforced concrete and plain concrete work, etc complete and as directed by the engineer in

a) Form work for Foundations, footings, bases of columns, sides of the raft, base PCC, etc.

18 c) Formwork for Wall Sqm 501 342.7

RCC walls of any thickness 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).

19 d) Formwork for Slabs, Suspended floors, roofs, landings, balconies, and access platforms etc. Sqm 478 366.1

20 e) Formwork for beams, Lintels, girders etc. Sqm 10 302.6

Sr. No. Description Unit Quantity Rate Amount

21 Exposed concrete formwork Sqm 253 545.9

Extra for Providing and fixing formwork for exposed concrete surfaces with pattern (vertical or

horizontal surface or any shape) for any elements in desired pattern and size as per drawing

and specifications using any type of formwork material and system to achieve desired finish as

per approved sample for any type of RCC elements including neat cleaning the exposed

concrete surface, as directed by the engineer-in-charge. Formwork material and system shall be

approved before execution. Rate shall be applicable for all levels, all places and all shapes. The

contractor shall submit shuttering pattern/ shop drawing including tie-rod hole position,

architectural groove based on architectural conceptual design with control line. Item shall be

executed only after shuttering pattern approved by Architect and engineer in charge. Same kind

of shuttering material shall be only used for standard and residual sizes. These areas shall be

entirely free from honey combing, stains, fins, lipping, nail or screw marks, raised grain marks,

air holes or any other imperfections; bulging, and also having even shade, texture, level

throughout. Mock up for all exposed work to be prepared by contractor and got approved from

architects in all respect prior to concrete production. Architect reserves right to reject part or all

work of sub standard or not in confirmation to sample approved as per mock up. Contractor shall

get prior approval for reuse the shuttering material for repetition from Engineer in charge.

Rates shall also include the cost of providing architectural groove of required size, pattern in

concrete work, rendering (if required) as per drawing, cut-out etc in formwork.

Total Carried Over to Summary

WATERPROOFING WORK

1) All waterproofing treatment/work shall be executed through an approved water-proofing

agency of an approved manufacturer. The Contractor shall submit technical data sheets for each

product that will be used for execution.

2) The Contractor shall submit a methodology statement with all relevant details in illustrative

sketch form and get them approved by the Engineer-in-charge.

3) A written guarantee/bond on non-judicial stamp paper (tri-party) shall be submitted by the

main Contractor and provided by the principal manufacturer and applicator, who has carried out

the work. The guarantee/bond shall be for a period of ten years from the certified date of

completion of the overall work. The guarantee shall be for a composite warranty against

leakages/seepage/dampness and for the satisfactory performance of the entire waterproofing

4) Waterproofing shall be executed under the supervision of the technical team of the

manufacturer. Waterproofing shall be tested and approved by the Engineer-in-charge before

proceeding with subsequent activities.

5) The Contractor shall repair the concrete elements by injection grouting of suitable non-shrink

grout and other suitable methods in case of defective concreting of retaining walls, water tanks,

slabs, beams, etc., for which no extra costs shall be payable.

6) Rate shall be inclusive of surface preparation, repairing, injection grouting, saw cutting of

construction joints and filling with patch repair mortar, making polymer mortar/Polymer CC fillets

at horizontal as well as vertical corners, etc complete. The rate shall be inclusive of testing of

elements and the system before and after waterproofing application.

7) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution

in under water conditions.

8) The latest technical system/product shall be adopted at the time of execution.

Sr. No. Description Unit Quantity Rate Amount

22 Waterproofing for Toilet, Wet area, terrace area, UGTank podium slab & Misc. areas Sqm 104 607.7

Providing and applying Two-part acrylic polymer modified cementitious elastomeric waterproof

coating of minimum 1.5mm thickness DFT having minimum 1 N/mm2 tensile strength, and shall

cover 2.2 kg/sqm per mm of thickness. The coating shall have an elongation of a minimum of

80% when tested as per ASTM D 412 resisting 5 bars hydrostatic pressure as per DIN 1048 and

having crack bridging ability of up to 2mm. Thorough surface preparation to be carried out by

mechanical means to level and plain the surface of walls and floors of the specified areas. All

cracks and crevices shall be filled and made good to receive waterproof coating treatment The

coating shall cover all the floor area of the wet area/specified and shall also be applied over the

vertical walls for a minimum of 300mm height above the floor in two or more coats to achieve the

required thickness. The periphery of the floor shall be additionally reinforced with an extra third

coat of the coating with a fiber band (glass fiber mesh of minimum 80 gsm) sandwiched between

the first and the second coat, which shall also be done around protrusions (pipes) meant for

plumbing purposes. The last coat (second/ third coat) when wet, shall be sprinkled with clean

and washed sand, to facilitate the floor screed or plaster.

Pipes being fixed for plumbing shall be fixed in holes that are mechanically core cut, more than

the diameter of the pipes. Pipes shall be fixed by grouting the annular space with non-shrink

cementitious grout of proprietary make. Before grouting, the pipes shall be wrapped with a two-

way self-adhesive tape at least 50mm wide and then grouted to fill in the grout, ensuring total

watertight plumbing fittings. The Contractor shall submit a methodology statement with all details

in illustrative sketch form and get approval from the Engineer-in-charge. Application shall be

carried out by the approved applicator of the manufacturer and as per the manufacturer's

recommendation The actual applied area on the floor & wall shall be measured for payment.

Cost includes all material (for surface preparation, coating, and hole packing), labour, T&P, and

wastage involved as mentioned in the item.

23 M25 Grade concrete screed for leveling Cum 7 8086.1

Supplying and laying M25 grade vibrated concrete screed in proper slope and gradient including

saw cutting (approx. 6mm W x 30mm D) at 3m x 4m panels or less size, making angle fillet of

50mm x 50mm at the corners using M25 grade concrete and filling the grooves with PU sealant

(minimum 20 mm depth over PE backer rod). If Screed concrete shall be laid over on existing

concrete surface, a bonding agent shall be applied before laying of concrete. Cost includes all

material, labour, T&P, and wastage involved as mentioned in the item. Reinforcement, if

required, shall be paid under relevant agreement items.

24 Integral crystalline slurry - RCC structures Sqm 272 292.1

Providing and applying integral crystalline slurry, hydrophilic in nature, for waterproofing

treatment (surface coating) of approved make to any type of concrete structure etc. prepared by

mixing in the ratio of 5: 2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces

and 3: 1 (3 parts integral crystalline slurry: 1 part water) for horizontal surfaces with required

consumption as per manufacturer's specification and applying the same from negative (internal)

side. The material shall meet the requirements as specified in ACI - 212-3R-2010 i.e. by

reducing the permeability of concrete by more than 90% compared with control concrete as per

DIN 1048 and resistant to 16 bar hydrostatic pressure on the negative side.

The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.

Rate shall be inclusive of surface prepration, grouting of any type of damage, crackes, joints etc

using crystline mortar, construction joint tie hole treatment, and honey comb concrete treatment

as per manufacturer's specifications etc complete for all level, all height.

Work shall be carried out by approved applicator and as per method of waterproofing accepted

by manufacturer and as directions of the Engineer-in-charge.

25 Swellable type water stop bar Rmt 66 1678.1

Providing and applying of controlled swellable type water stop bar, of approximate size 20mm x

10mm, non-bentonite type (expansive nature) of an approved make for construction joints

treatment for RCC structure, such as raft slab, retaining walls, water storage tank and at

junctions of raft slab with retaining walls etc. For provision of swellable bar, the Contractor shall

provide shear key in the wall and the raft. After cleaning the shear key, one coat of required

primer for swellable water stop tape shall be applied throughout the length of the joint as per the

manufacturer's specifications. The swellable type water stop bar shall be placed over the primed

surface. The work shall be carried out as per the specifications and the direction of the Engineer-

in-charge. The product performance shall be guranteed for 10 years against any leakage.

Size of the swellable bar shall be as per the manufacturer’s recommendation and as per the

approved system by the Engineer-in-charge.

Sr. No. Description Unit Quantity Rate Amount

26 China Mosaic flooring Sqm 40 938.5

Providing & laying china mosaic flooring for plain and curved surfaces, comprising of 20 to

mm size broken white/colour pieces of ceramic/glazed tiles laid over 12 to 15mm thick cement

mortar, 1:6 (1 cement: 4 coarse 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 fiber, 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 fiber @ 125 grams per 50kg of cement in cement mortar, including providing and

mixing waterproofing material in mortar @ 1 kg per 50 kg of cement, all complete as per the

direction of the 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 150 mm. along the parapet wall. The rate shall include bands

if a different colour is used, any pattern or design as per drawing and direction, making vata/

fillet, curing, cleaning with water and oxalic acid, etc. complete. Only the Plan area shall be

measured for payment.

27 Providing and applying Coal tar extended epoxy resin coating of approved make in two coats Sqm 144 316.7

having 250 +/- 10 micron DFT on RCC surface as per following steps and as per manufacturer's

specifications with coverage recommended 3.0 – 4.0 Sqm/ litre for two coat application to

achieve approx. 250 +/- 10 micron DFT:

1) Proper surface preparation, remove dirt, rust, oil, grease, cement slurry from wall surface.

Thoroughly clean the concrete surface with wire brush/ compressed air etc

2) Carry out cementitious injection grouting at construction joints and at leakage points using

plasticised expansive grout admixture,

3) Treatment of construction joints using polymer modified mortar,

4) Filling pipe cutouts using non shrink cementitious grout,

5) Mixing base and hardener component of coal tar extended epoxy resin coating, apply first

coat using suitable brush or roller, allow the first coat to dry

6) Application of second coat in perpendicular direction to first coat as per manufacturer’s

Coal tar epoxy shall be having 100% solid contents by weight, specific gravity - min 1.24, Water

absorption <0.01 % (ASTM D 570), Bond Strength: min 1 N/mm2 (BS 1881 Pt 207), Water

Permeability: nil at @ 2 bars pressure over 3 months.

Actual applied area of coal tar epoxy shall be measured for payment.

Total Carried Over to Summary

28 Providing and laying Brick masonry works using common burnt clay bricks confirming to IS Cum 957 5115.3

1077-1992 having Compressive strength not less than 35 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 directed

by Engineer in Charge.

29 Providing and laying brick masonry in the superstructure using common burnt clay bricks Cum 40 5403.7

conforming to IS 1077-1992, having a compressive strength of not less than 35 kg/sq.cm in

cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any thickness, including finishing,

curing, scaffolding racking out the joints/ flush jointing etc. complete for all levels, all floors, all

heights, as per the issued drawings and as directed by the Engineer-in-charge.

Total Carried Over to Summary

30 12-15 mm thick plaster Sqm 1743 236.0

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.

31 Average 20 mm thick plaster - cement mortar Sqm 3262 286.1

Providing and applying an average 20 mm thick double coat mala plaster on any type of

internal/external surface in a backing coat of 12 mm thick cement mortar 1:4 (1 cement: 4 coarse

sand) finished with a top layer of 6 mm thick cement mortar 1:2 (1 cement: 2 sand), finished with

a trowel including curing, making grooves, forming pattas, scaffolding in any shape for all floors,

all levels, all heights etc. complete as directed by the Engineer-in-charge. The rate shall be

inclusive of provision of groove, drip mould as per the issued drawings, etc. complete and as

directed by the Engineer-in-charge.

Sr. No. Description Unit Quantity Rate Amount

32 12 to 15 mm thick water proof Plaster Sqm 1414 243.2

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 :

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

DOOR WINDOWS WORK

1. All loose samples of materials shall be approved by the Engineer-in-charge.

2. All adhesives and sealants shall be with low VOC and lead-free with acceptable VOC content

as per GRIHA requirements.

3. The Contractor shall prepare a shop drawing based on the Design Intent / Concept Drawings

and get approval from the Engineer-in-Charge. The Contractor shall prepare mock-up of doors,

windows, and other elements with all required hardware and get approval from the Engineer-in-

Charge before execution of work. Work shall be carried out as per the final approved shop

drawing and approved mock-up. The Contractor shall be responsible against stability, safety,

leakage, etc all complete. Testing work shall be carried out by the Contractor as suggested by

the Engineer-in-charge. (If required).

4. All types of locks shall be with computerized 3 No. keys (SS 304/ brass) and master keys (if

mentioned in the nomenclature of the item). The grouping of master keys shall be as suggested

by the Engineer-in-Charge. Nothing extra shall be payable for the master key provision.

5. All doors, windows, and other elements shall be fabricated and finished at the

factory/workshop, and only fixing and final finishing shall be executed at the site unless

otherwise approved by the Engineer-in-charge.

6. Work for doors, windows, and other elements shall be carried out for all floors, all levels, all

heights, and all places including loading, unloading, stacking, transporting, hoisting, and erecting

by any means (mechanical or manual).

7. All silicone sealant shall be grey in colour or as directed by the Engineer-in-charge.

8. All types of coating (polyester powder coating, anodizing and PVDF coating for aluminium

work shall have minimum 15 years of life).

33 Aluminium work for door/window/louvers/ventilators etc. frame and shutter Kg. 13 524.4

Providing and fixing in position frames/ shutter for any type of aluminium work like aluminium

door, composite door-window, window (sliding, openable, side hung, top hung, fixed etc.),

aluminium partition, aluminium fixed louvers, fixed window with any type of aluminium sections of

approved make and finished with minimum 50 micron pure polyester powder coating of

approved shade, texture & colour of approved make for all floors/ all levels/ all heights/ all

shapes/ all sizes including cutting, bending, crimping, fabricating in best workmanship manner

etc as per the drawing, and as directed by Engineer-in-Charge.Rate shall be inclusive of

providing any type of aluminium sections, cutting, fabrication, hoisting and fixing.

1) Sheet metal screws and casted solid aluminum corner cleats fixed with a spring for rapid and

secure joint assembly for any type of shutter and frame;

2) Glazing clips for receiving infill panel;

3) Best quality wool pile where ever shutter touches the frame and compatible microwave cured

4) Dash Anchor fasteners ofapproved make and capacity for fixing the frame assembly to the

RCC or masonry surfaces. Minimum 1 anchor fastener shall be used for every 600 mm length of

section for stability of frame.

5) 10mm GI tie rod for connecting vertical stile at top and bottom for aluminum door shutter and

4mm thick solid aluminium corner cleat of full thickness of section for connecting stile and

horizontal rails;

6) providing and fixing packing at every 600mm c/c of PVC shims of required size;

7) Filling the gap between wall and frame on both sides (outside and inside) with polyethylene

baker rod of avg. 10 mm dia of approved make and colour and then sealing the remaining gap

with neutral grade weather silicon sealant of approved make and color.

8) Termite treated seasoned teak wood as infill material to installe hardware in door shutter and

frame as and when required

but excluding. 1) necessary hardware; 2) Glazing or panelling material and shutter.

Contractor shall prepare shop drawing and get approved from the Engineer in charge before

procurement of material. All loose samples shall be approved. Work shall carried out as per the

approved shop drawings and approved sample.

Actual weight of installed Aluminium sections which are used shall be measured for the payment.

Contractor shall be responsible for stability, water tightness of door window work.

Sr. No. Description Unit Quantity Rate Amount

34 Glass Sqm 2 1587.2

Providing and fixing glass in the door, window, ventilation, fixed glazing, partitions, etc. for all

levels, all floors, all heights with EPDM rubber/neoprene gasket, etc. complete as per the issued

drawings and directions of the Engineer-in-charge. (Cost of beading shall be covered under

basic item). Glass shall be of any shade, any size, any shape of approved make as per issued

drawing and confirm to IS:2835 or IS:2553. The sample shall be approved before execution of

the work. The installed area shall be measured for payment without considering any wastage.

a) With clear toughened glass panes of 6.0 mm thickness

35 SS HARDWARE No. 4 537.7

SS 304 Butt hinges

Providing and fixing SS 304 butt hinges in matt stainless steel finish of specified size of an

approved make for all levels, all floors, and all heights for any type of door, with required SS

screws, etc. complete. The rate shall be inclusive of fixing as per the manufacturer’s

specifications and maintaining it in good working condition. The Contractor shall arrange loose

samples for approval from the Engineer-in-Charge before procurement and execution.

b) 100 x 75 x 3 mm - With ball bearing

36 Mortise Deadlock for single/double door shutter Set 1 2359.2

Providing and fixing a set of mortise deadlock (without latch) for single/double shutter door,

including strike plate SS 304, and prepared for 60/70 mm length of standard Euro profile pin

cylinder as per DIN 18251-1, grade 2 of an approved make with both side key, one side key/one

side knob, one side key/slot operation with pair of SS 304 matt finish escutcheons (keyhole

plate) in any approved shape for any type of doors with necessary SS 304 screws, etc complete

as per the issued drawing and as directed by the Engineer-in-charge.

The rate shall be for all heights, all floors, and all places. The lock shall have 3 number

computerized keys. The Contractor shall arrange loose samples for approval from the Engineer-

in-Charge before mass procurement and execution.

37 SS 304 Grade Push-Pull handle Pair 1 1356.2

Providing and fixing SS 304 grade push-pull pair of handles in matt finish of specified size,

specified shape i.e. H-shape/D-shape/offset shape (dent free at the bending point) for door,

window, etc. of an approved make for all levels, all floors, and all heights for any type of door,

with required SS 304 screws, accessories, and pin of the required size for fixing, etc. complete.

The rate shall be inclusive of fixing as per the manufacturer’s specifications and maintaining it in

good working condition. The Contractor shall arrange loose samples for approval from the

Engineer-in-Charge before mass procurement and execution.

Elevation length shall be considered for length of handle.

b) 300 mm long, pipe of size 22mm dia x 1mm (thickness of pipe)

38 SS 304 Tower bolt No. 1 783.5

Providing and fixing SS 304 grade tower bolts in matt finish of specified size, and specified

shape (with or without flap) for doors, windows, transom, etc. of an approved make for all levels,

all floors, and all heights for any type of door, with required SS 304 screws and accessories of

the required size for fixing, etc. complete. The rate shall be inclusive of fixing as per the

manufacturer’s specifications and maintaining it in good working condition. The Contractor shall

arrange loose samples for approval from the Engineer-in-Charge before mass procurement and

b) 300 mm x 10 mm rod size

39 SS 304 door stopper No. 1 437.0

Providing and fixing SS 304 door stopper in matt finish with or without magnet, lever type, shutter

mounted/wall mounted/floor mounted of approved make, type, size as per requirement etc. for all

levels, all floors, and all heights for any type of door, with required SS 304 screws and

accessories of the required size for fixing, etc. complete. The rate shall be inclusive of fixing as

per the manufacturer’s specifications and maintaining it in good working condition. The

Contractor shall arrange loose samples for approval from the Engineer-in-Charge before mass

procurement and execution.

Sr. No. Description Unit Quantity Rate Amount

40 ALUMINIUM POWDER COATED HARDWARE No 4 2188.9

Aluminum powder coated single point lock (without locking arrangement)

Providing and fixing Aluminum powder coated single point lock with mortise handle/ inbuilt flush

handle (without locking arrangement) of required capacity of an approved make and shade for

internal/external shutter as per the approved sample with necessary screws (as supplied with

product only), handle, connector, extension, nib, nib holder, counter plate, fork, pawl, polyamide

strip, connection pin, rod terminal, locking point, striker and corner transmission etc. complete for

all levels, all floors, and all heights as directed by the Engineer-in-charge.

The rate shall be inclusive of fixing as per the manufacturer’s specifications and maintaining it in

good working condition. The Contractor shall arrange loose samples for approval from the

Engineer-in-Charge before mass procurement and execution.

a) For aluminium sliding doors and window shutter

41 Roller for sliding window No 8 399.2

Providing and fixing teflon roller bearing set with reinforced nylon casing for aluminum sliding

door and window shutter of required size and capacity (twin or single wheel according to the

weight and size) of an approved make, for internal/external shutter as per the approved sample

with necessary SS 304 screws, etc. complete for all levels, all floors, and all heights as directed

by the Engineer-in-charge.

The rate shall be inclusive of fixing as per the manufacturer’s specifications and maintaining it in

good working condition. The Contractor shall arrange loose samples for approval from the

Engineer-in-Charge before mass procurement and execution.

42 Metal door with frame and shutter (Non fire rated) Sqm 3 8211.8

Providing and fixing of Hollow steel door frame at all levels from ISO 9001-2000 certified

Manufacturer. Pressed Galvanized steel Single /Double leaf to required sizes of approved make

which consists of frame, shutter, infill and finish as detailed below and conforming to IS

Door frame shall be single rebated profile of size 100 x 50mm with bending radius of 1.4 mm

having 1.20 mm thick galvanized steel sheet (18 gauge) in approved shade. Frames should be

Mitered and field assembled with self tabs. Frames should be fixed with back plate bracket and

anchor fasteners of approved size and make for installation on a finished plastered masonry wall

opening. Once frame installed should be grouted with cement slurry if recommended on the

clear masonary opening.

Steel door shutter shall be of 46 mm thick, fully flush, double skin door shall be manufactured

from 0.8mm thick galvanized steel sheet with vision glass. The infill material shall be resin

bonded honey comb Kraft paper with thermal insulation. Door frames and shutter shall be

finished with powder coating in desired shade.Rate shall include for supply and fix 3 mm thick

base plates, all joints of frames with provision for anchor bolt fixing to wall / RC surface,

reinforcement pad for fixing of door closers, factory finish, pre-punched cut outs to receive

hardwares and iron mongery, 3 mm thick hinge plates predrilled to receive hinges for screw

mounted fixing, dust proofing arrangement for complete door and threshold at the bottom as per

drawing etc complete for all floor all height and as directed by architect and Engineer in charge.

All door shutter and frames shall be finished with etched primer coating, stove zinc phosphate

primer and thermosetting polyurethane aliphatic grade paint of approved colour. The door

shutter and frame shall have passed minimum 250 hours of salt spray test. Rate shall include

supply and installation of door shutter with frame, anchor, vision lite (if required) etc but exclude

the cost of hardware etc complete as directed by engineer in charge. Out to out area of door

shutter with frame shall be measured for payment.

Total Carried Over to Summary

FLOORING AND DADO/CLADDING WORKS

Sr. No. Description Unit Quantity Rate Amount

1) All natural stones shall be free from cracks, lines, stains, and efflorescence spots, and even in

shade for all kinds of stonework.

2) All natural stones shall be selected and sorted for uniform colour, figure, and thickness and

approved by the Engineer-in-Charge prior to procurement.

3) All natural stones shall be from the same lot and/or source (stone quarry) for the same kind of

work to avoid shade variation and as approved by the Engineer-in-Charge.

4) All types of loose and laid samples of flooring shall be approved by the Engineer-in-Charge.

5) The Contractor shall apply an approved Stone Impregnation primer/sealer coat on both sides

and all edges (after cutting and finishing the stone as per size) of stones, a minimum of two

coats as per the manufacturer's specifications and as directed by the Engineer-in-Charge. No

extra payment shall be made for the same.

6) The Contractor shall co-ordinate and execute for all services in the flooring and wall

lining/cladding work i.e. making openings/cut-outs for any services (i.e. manhole cover/ elevator

operating panel in the lift wall cladding, raceways in flooring, junction boxs, etc), and making

good as per the satisfaction of the Engineer-in-Charge.

7) All stones shall be cut to size by water jet cutting/laser cutting/ CNC machine according to the

design and shape for the best workmanship etc, according to the design and as per the

approved shop drawing.

8) All adhesives and sealants shall be compatible with the material as per IS 15477 and as per

the manufacturer's specifications and lead-free with acceptable VOC content as per Green

buildings requirements.

9) The finished floor surfaces shall be protected with 12mm thick POP sheets over LDPE sheets

up to the handling over of the Project. The treads of the stairs shall be protected with a

metal/plywood angle to avoid damage to the edges of the treads. POP shall not directly (or with

the use of paper) be applied on the flooring.

10) The screed below the flooring/base mortar thickness shall be as per the drawing. In case of

any type of stone/tile, it shall be fixed with an adhesive and the total thickness of base

mortar/screed shall be paid as per relevant Tender items.

11) All stones shall be factory cut and factory finished. Polish or any type of texture finish on any

stones shall be as per the satisfaction of the Engineer-in-Charge. .

12) Flooring and wall cladding/lining work shall be carried out for all floors, all levels, all heights,

and all places.

15) The rate shall be inclusive of all types of wastage for all materials.

43 Kota stones - for flooring - fixing with cement mortar Sqm 40 1678.2

Providingand layingmachine-cut Kota stones of specified thickness, specified

finish,anyshade(uniform),anysize,andanyshapefor flooringinrequireddesign

andpatternsasper thedrawings, laidoveranaveragebeddingof 40mmthick

cement mortar 1:4 (1 cement: 4 coarse sand), and joined (paper joint) with

grey/whitecement slurrymixedwithapigment tomatch theshadeof theslabs,

including finishing, rubbing, curing, polishing, cleaning, protection, scaffolding,

wastage,etc.all complete, forall levels,all floors,allheights,asspecifiedandas

directed by the Engineer-in-Charge.

TherateshallbeinclusiveofKotastones(asper theapprovedsample), fixedwith

cementmortarbedding,cementslurry,matchingpigment,all labour,etccomplete,

but excluding additional cement mortar bedding/concrete screed bedding (if

requiredasper thedrawing)whichshall bepayableunder the relevant Tender

items.TheContractorshallarrangeloosesamplesforapproval fromtheEngineer

in-Charge before mass execution.

Theactual laidareaof theKotastonesshall bemeasured for paymentwithout

considering any wastage.

25 mm thick polished Kota stone

44 Kota Stones - for skirtings - fixing with adhesive Sqm 4 1921.3

Providing and laying machine-cut polished Kota stones of specified thickness, specified finish, of

any shade (uniform), any size, and any shape for skirtings (flush with plaster or adjoining

surface) as per the drawings, laid in any pattern, fixed on any type of leveled surface with

minimum 6mm thick stone fixing adhesive as per IS-15477 of an approved make and joined

(paper joint) with grey cement slurry mixed with a pigment to match the shade of the slab,

including providing 6 to 10mm wide grooves between the skirting and the plaster, finishing,

rubbing, curing, polishing, cleaning, protection, scaffolding, wastage, etc. all complete, for all

levels, all floors, all heights, and as directed by the Engineer-in-Charge. The length of stone for

skirting shall be as per design to match the joints and pattern. The shade of the skirting must

match with flooring if not specified elsewhere.

The rate shall be inclusive of Kota stones (as per the approved sample), adhesive for fixing,

cement slurry, matching pigment, all labour, etc complete. The Contractor shall arrange loose

samples for approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Kota stones shall be measured for payment without considering any

8 - 10 mm thick polished kota stones

Sr. No. Description Unit Quantity Rate Amount

45 Ceramic tiles - For flooring - fixing with cement mortar Sqm 64 994.2

Providing and laying 6mm to 8mm thick Ceramic tiles of approved make, of any shade (uniform),

any finish, any shade, any color, any size and any shape for flooring in required design and

patterns as per the drawings, laid over average bedding 40 mm thick cement mortar 1:4 (1

cement : 4 coarse sand), and joined with a groove or without groove with grey/white cement

slurry mixed with a pigment to match the shade of the tiles, including finishing, cleaning,

protection, scaffolding, wastage, etc. all complete for all levels, all floor, all height, as specified

and as directed by the Engineer-in-Charge.

Rate shall be inclusive of ceramic tile (as per the approved sample), fixed with cement mortar

bedding, cement slurry, matching pigment, all labour etc; complete but excluding filling with

epoxy grout (if required) and additional cement mortar bedding/ concrete screed bedding as per

drawing which shall be payable under relevant Tender item. The contractor shall arrange loose

Samples for approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Ceramic tiles shall be measured for payment without considering any

46 Ceramic tiles - For dado/skirting/risers - fixing with adhesive Sqm 144 1104.1

Providing and laying 6mm to 8mm thick Ceramic tiles of approved make, of any shade (uniform),

any finish, any shade, any color, any size and any shape for dado, skirting, risers of steps and

pillars laid in any pattern over any type of levelled surface fixed with minimum 6mm thick tile

fixing adhesive (water based) conforming to IS: 15477 of approved make and joined with groove

or without groove with grey/white cement slurry mixed with a pigment to match the shade of the

tiles, including providing 6 to 10mm wide groove between wall tiles and plaster edge treatment,

finishing, cleaning, protection, scaffolding, wastage, etc. all complete for all levels, all floor, all

height, as specified and as directed by the Engineer-in-Charge.

The rate shall be inclusive of ceramic tile (as per the approved sample), adhesive for fixing,

cement slurry, matching pigment, all labour etc complete but excluding filling with epoxy grout (if

required) which shall be payable under relevant Tender item. The contractor shall arrange loose

Samples for approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Ceramic tiles shall be measured for payment without considering any

47 Additional Floor bedding with concrete screed : Cum 4 7794.9

Cement concrete pavement/ flooring/ for additional floor screed with M10 grade, including

spreading as per gradient, levelling, finishing and curing complete as directed by Engineer in

charge. Actual laid volume for floor bedding shall be measured for payment without considering

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 free.

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 complete.

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 scaffolding.

48 White cement-based putty Sqm 100 53.0

Providing and applying white cement-based putty of average thickness 1 mm, of approved make

and manufacturer, over any surface to prepare the surface even and smooth complete for all

floor all height all levels.

49 Primer Sqm 100 33.9

Providing and applying priming coats with the primer of approved make and manufacture, having

low VOC (Volatile Organic Compound) content, Modified acrylic, water-based alkali-resistant

primer with low VOC over any surface to complete for all floors all heights all levels.

Sr. No. Description Unit Quantity Rate Amount

50 Acrylic emulsion paint - interior grade Sqm 100 58.7

Providing and applying premium acrylic emulsion paint (superior quality) of interior grade Two

coats of interior grade premium acrylic emulsion paint of approved make and shade with highly

washable, Anti fungal, anti bacterial, scratch resistant and scrub resistance property, having

VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and

manufacture, on wall/ ceiling/ false ceiling/ partition etc including applying additional coats

wherever required to achieve even shade and colour.

51 Acrylic emulsion paint with primer - Exterior grade Sqm 100 141.5

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.

52 Stain-repellent transparent coating - For exposed concrete work Sqm 253 226.4

Providing and applying water-based, low VOC, breathable and biodegradable, water, oil, and

stain-repellent transparent fluorocarbon-based coating with anti-graffiti properties (suitable

product according to natural stone, exposed concrete work, exposed brickwork) of approved

make having fluoro carbon-based nanotechnology at all heights & leads and wherever instructed

by Engineer-In-Charge. The treatment shall be in two coats wet-on-wet or as recommended by

the approved manufacturer including preparation of surfaces by cleaning, curing, protecting,

independent double-legged scaffolding, etc complete. The rate includes the cost of all materials,

their application by specialized applicators by spray coating with an airless sprayer, cleaning the

substrate of all laitance, construction dust, contaminants, double scaffolding, labour, etc., all

complete and at all levels, leads and heights as per particular specification & directions of

Engineer-in-Charge. Guarantee Bond in the prescribed proforma shall be executed by the

contractor for the satisfactory performance of the application for 10 years. The look and feel of

the natural stone surface, Exposed brickwork and exposed concrete shall not be affected by

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 work.

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/ work shop.

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

galvanic reactions.

Sr. No. Description Unit Quantity Rate Amount

53 Structural steel work - Fabrication works - with paint Kg. 17336 164.0

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 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.

Contractor shop/ fabrication 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

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

(DFT min 40 micron per coat) of approved make and shade over two coat (DFT min 50 micron

per coat) of anti corrosive epoxy base primer for PU paint/suitable primer for hammer finish

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

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 the same.

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).

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

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, precast element 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 complete.

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

54 Box cutting Cum 19467 109.2

Box cutting for making a base for road work, pavement works walkway, etc in all kind of soil, or

any other material to give proper slop and camber by any means including getting out the

excavated material, and stacking material, dressing of the sides, and disposal of excavated

earth for all lead within site area/ plot boundary, etc complete as directed by engineer-in-charge.

55 Sub grade preparation and consolidation Sqm 31665 118.7

Preparation and consolidation of sub grade with power road roller of 8 to 12 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 50 metres.

Sr. No. Description Unit Quantity Rate Amount

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.

58 Primer Coat Sqm 31665 30.6

Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to

ASTM GRADE on prepared surface of wet mix macadam including clearing of GSB/Wet mix

macadam surface with air compressor to remove all loose material other foreign material. The

primer shall be sprayed uniformly at the rate of 0.70-1.0 kg/sqm. It shall be applied by a self-

propelled or towed bitumen pressure sprayer, equipped for spraying the material uniformly at a

specified rate. No dilution or heating at site of SS1 bitumen emulsion shall be permitted.

Dense Graded Bituminous Macadam (Providing, Carting and laying of dense bituminous

macadam with batch type HMP producing an average output of 75 tonnes per hour using

crushed aggregates of specified grading, premixed with bituminous binder VG-40 grade @ min

4.5% by weight of total mix, transporting the hot mix to work site, laying with a self-propelled

paving machine equipped with an electronic sensing device to the required grade, level and

alignment, rolling with 8-10 tonne static weight or vibratory roller or with a pneumatic tyre roller of

12 to 15 tonne weight to achieve the desired compaction as per approved design mix .for

Grading- II. (26.5 mm nominal size) As per Morth 5th Revision..

60 Tack Coat Sqm 31665 13.3

Providing & applying Tack coat with VG-30 Grade bitumen using bitumen pressure distributor at

the rate of 0.20-0.30 kg/sqm on the existing bituminous surface cleaned with Air Compressor etc

61 Bituminous Concrete MT 3040 4919.7

Bituminous Concrete (Providing, Carting and laying of bituminous concrete with batch type hot

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

specified grading, premixed with bituminous binder VG-40 @ min. 5.4 % of mix, transporting the

hot mix to work site, laying with a self-propelled paving machine equipped with an electronic

sensing device to the required grade, level and alignment, rolling with 8-10 tonne static weight or

vibratory roller or with a pneumatic tyre roller of 12 to 15 tonne weight to achieve the desired

compaction as per approved design mix. for Grading-II (13.2 mm nominal size) As per Morth 5th

62 Asphalt painting on B.T. surface Sqm 31665 25.7

Providing and laying Asphalt painting on B.T. surface with bitumen grade 60/70 (VG-30) at the

rate of 5 kg/ 10Sqm by mechanical sprayer and spreading the stone dust on prepared surface at

the rate of 0.03 cum/ 10Sqm and rolling with smooth wheeled and pneumatic roller and brushing

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

Sr. No. Description Unit Quantity Rate Amount

63 CC Pavement - M 30 Cum 947 8589.6

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

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

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.

64 Kotastone - 40mm thick - For Coping/seating on bench etc. Sqm 52 2310.1

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 :

sand) bedding, and jointed with grey cement slurry mixed with pigment to match the shade

including making groove or kota fixing on bench with suitable adhesives per manufacturer

specification 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

65 Precast Cement Concrete Paver Block - 60mm thick, M-35 Grade Sqm 6126 1493.4

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.

66 Precast Cement Concrete Paver Block - 80mm thick, M-40 Grade Sqm 3365 1677.9

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.

Sr. No. Description Unit Quantity Rate Amount

67 Pre-cast concrete kerb Cum 1046 18158.6

Providing & fixing M25 grade of concrete factory-made precast exposed/ fair finish kerb stones

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 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 area shall be measured for payment without any

Base PCC, excavation (if required) and other required civil work shall be paid in relevant items.

damaged block shall not be used in laying.

68 Precast elements for misc. items cum 125 15614.2

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

base of dustbin, saucer drain, coping etc including cost of required centring and shuttering,

reinfocement TMT bar (if required) 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

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

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).

69 MS Cylindrical Bollard/ delineators Kg. 650 167.2

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 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.

70 Hume pipe for Tree Pit Rmt 145 3149.3

Providing and fixing RCC NP3 class hume pipe of 750mm internal dia. and required length in

single piece or two circular half for tree pit shall be placed in excavated pit as per drawing and

as directed by engineer in charge. Rate shall be inclusive of material, labour for

cutting,excavation, placing in position etc complete. After Execution of Tree pit, If it is filled with

debries or C&D waste due to any reason, It shall be removed without any extra cost before filling

garden soil in tree pit. Tree pit shall be filled with garden soil only however garden soil filling shall

be paid in relevant tender item.

71 FRP Tree pit cover No. 379 23474.0

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

approximate 1200mm outer dia and 750mm inner dia and 40mm 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.

Sr. No. Description Unit Quantity Rate Amount

72 FRP Recessed Manhole cover No. 256 28784.4

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.

73 Precast Perforated Drain Cover No. 84 2463.5

Providing and placing in position factory made fair finish Precast RCC frame & perforated cover

on drains of size 600mm x 600mm x 100mm of approved make of footpath of various sizes, of M-

25 grade cement concrete for RCC work, including cost of moulding, reinfocement TMT bar,

rendering, etc i.e. cost of transportation for all leads & lift, handling at site etc. all complete as per

direction of Engineer-in-Charge. Sample and mockup shall be approved by Architect before

74 Providing and laying cement concrete tactile flag stone (for vision impaired persons as per Sqm 881 1550.9

standards) of any sizes, any shade, any pattern, any color having 60mm thick as per drawing of

approved make having water absorption not over 6% and conforming to IS: 13801:1993, of

approved make, pattern and shade (with UV light resistant colours from Lanxess only) in

outdoor floors such as footpath, plaza, multi modals location etc., laid on 40mm thick base of

cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the

joints with white cement mixed with matching pigments, curing, finishing etc. complete as per

direction of Engineer-in-Charge. Sample shall be approved by Engineer in charge.

75 Providing and fixing FRC Heavy Duty (HD35) Man hole cover with frame 600mm x 600mm or No. 5 4053.1

600mm dia clear opening with 100 x 2mm MS flat all-round, 16mm ø plain round bar for lifting

the cover & shall be fitted with plastic cups. On the upper periphery of frame 25 x 3 mm wide MS

flat with hot dip galvanizing shall be well embed in concrete to protect the edges of frame.

Frame shall be fixed with cement mortar or cement concrete as per site condition, as per

drawing and as directed by Engineer in charge. Sample shall be approved before execution.

76 Dustbin: Set 29 27920.1

Providing and fixing in position metal dustbin (readymade factory product) for external use, (dry + wet

having capacity approximate (40+40) Litre (dry + wet) dustbin set of approved make and as per bin)

approved sample. Dustbin shall be separate for Dry and wet waste with logo of client. Both bin of

dustbin shall have swing type arrangement for functioning of dustbin.

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 area).

77 Precast Planter No. 252 15327.9

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

concrete planter of approximate size 800mm x 600mm x 580mm as per design intent, 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, finishing,

including reinfocement TMT 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 area).

78 Precast Bench No. 76 16025.9

Providing, hoisting, stacking and arranging in position Precast Bench made of minimum M-25

grade reinforced cement concrete of approximate size 1500mm x 450mm x 380mm 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 bench in position as per drawing, finishing, including TMT

reinfocement 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 area).

Sr. No. Description Unit Quantity Rate Amount

79 Pre cast Cylindrical Bollard No. 848 3676.0

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, finishing,

cost of excavation, base PCC M15 grade and finish good, reinfocement TMT bar (if required),

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

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 area).

80 Providing and applying 2.5 mm thick road marking strips (retro reflective) or graphic/ letter/ Sqm 3167 367.7

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.

81 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction high No. 2979 375.7

compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm)

with each unit for foxing. (High intensity grade)

82 Providing and erecting 2.00 metre high temporary barricading at site; made of precated sheet/ Rmt 2104 1344.3

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).

83 ACP sheet signage on any type of Pole : Sqm 31 9971.5

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.

84 Providing and fixing FRP steps of size 500 mm x 150 mm x 25 mm including fixing in No. 40 543.1

manholes, tanks with cement concrete including grouting, finishing, curing etc complete as per

drawing and as directed by Engineer in charge.

Total Carried Over to Summary

DISMANTLING AND DEMOLISHING

Sr. No. Description Unit Quantity Rate Amount

85 Dismantling of existing PCC work of any grade in any type of elements, including tools, plants Cum 150 1108.0

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.

86 Dismantling of existing RCC work of any grade in any type of elements by mechanical or Cum 300 1579.0

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.

87 Dismantling of existing any type of masonry work in type of structure in any thickness, with or Cum 500 1046.2

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.

88 Dismantling of existing any type of Steel Structures/ Metal works for all level including Kg. 485 3.9

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.

89 Removal of existing kerb stones of any type, any size, any thickness in required depth Rmt 100 44.4

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.

90 Dismantling/ removing tiled, paved floors, stone floors with all required sub layers including Sqm 300 190.6

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.

91 Dismantling/ removing any type of pipe lines of any dia up to any depth by any means as Rmt 200 220.8

suggested by Engineer in charge including excavation, removing of pipe, back filling, watering,

compaction, including tools, plants, all types of accessories and scaffolding wherever

necessary, 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.

92 Dismantling of existing any type of metal fencing with fencing pole and foundation for all Sqm 11 39.5

heights including excavation, removing foundation of fencing pole, back filling, watering,

compaction, including tools, plants, all types of accessories, 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. Elevation

area of fencing above ground level shall be considered for payment.

93 Renovation & Raising of existing manhole for the height (up to clear height 500mm) at top No. 60 6668.6

including cost of excavation, removing of manhole frame and cover, necessary civil work (i.e.

concrete work, brick masonry work, plaster, reinforcement, shuttering), curing, back filling,

finishing good, etc. complete including disposal of debris for all lead and lift and as directed by

engineer in charge. If required, CI steps shall be provided in manhole (due to increase height)

without any extra cost.

94 Transplantation of trees No. 135 10273.4

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.

Girth of trees upto 150cm.

95 Girth of trees beyond 150cm No. 6 22866.1

Total Carried Over to Summary

HORTICULTURE & LANDSCAPING

Sr. No. Description Unit Quantity Rate Amount

General Notes for co-ordination for Horticulture works:

1. All type of necessary coordination works shall be carried out by the contractor with other

implementing agency/contractor to comply detailed specifications for horticulture works and for

successfully complete the execution work without any extra cost.

2. Coordination charges for plants due to mortality replacement shall not be payable additionally.

96 Tree Plantation Each 1096 283.5

Co-ordination with approved agency for planting of well grown trees of required height and

species as per selection given by Architect and as per relevant tender item specifications,

including providing necessary water, electricity, other required services/ resources, removing

debris, construction waste, etc. for all lead and lift as suggest by the engineer in charge to

successfully complete the execution work. Actual numers of planted trees by agency shall be

measured for payment.

Tree Plantation - Category T1 (As per drawing)

97 Tree Plantation - Category T2 (As per drawing) Each 293 262.0

98 Shrub/ Hedge/ Ground cover/Grass plantation or other plants Sqm 421 254.6

Co-ordination with approved agency for planting of 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. and as per relevant tender item specifications, including

providing necessary water, electricity, other required services/ resources, removing debris,

construction waste, etc. for all lead and lift as suggest by the engineer in charge to successfully

complete the execution work. Actual area of plantation by agency shall be measured for

Shrub Plantation - Category S1 (As per drawing)

99 Shrub Plantation - Category S2 (As per drawing) Sqm 2528 214.2

100 Hedge Plantation - Category H (As per drawing) Sqm 4491 226.6

101 Ground cover Plantation - Category G1 (As per drawing) Sqm 177 578.7

102 Co-ordination with approved agency for laying lawns and grasses established using rooted plant Sqm 1753 32.3

on prepared 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.

and as per relevant tender item specifications, including providing necessary water, electricity,

other required services/ resources, removing debris, construction waste, etc. for all lead and lift

as suggest by the engineer in charge to successfully complete the execution work. Actual area

of plantation by agency shall be measured for payment.

Grasses Category - GR1 (As per drawing)

103 Grasses Category - GR2 (As per drawing) Sqm 1750 37.0

104 Seed Broadcasting Sqm 82979 30.4

Co-ordination with approved agency for supplying, spreading and broadcasting seeds of

specified species in specification and drawing in planter/ on land with good soil, manure, sludge,

pesticide & insecticide/ anti termite, fertilizer etc. and as per relevant tender item specifications,

including providing necessary water, electricity, other required services/ resources, removing

debris, construction waste, etc. for all lead and lift as suggest by the engineer in charge to

successfully complete the execution work. Actual area of plantation by agency shall be

measured for payment.

Total Carried Over to Summary

Total Civil Amount

NOTE: All the item rate are condidering excluding cost of GST as per the Government of Gujarat Raod and Building Dept. Reso. No.

TNC/102000/457/C Dt. 05/04/2022. So, Bidder shall be consider this change in BOQ.

Seal and Signature of the Bidder City Engineer

Date: Gandhinagar Muncipal Corporation

NAME OF PROJECT : DEVELOPMENT OF STREET AT KOBA CIRCLE TO TAPOVAN CIRCLE

SCHEDULE 'B' - PART- B

Memorandum Showing Iteams of Works to be carried out :

Sr.No Item Description Unit Quantity Unit Rate Amount

Sewage Networks

113 Excavation for pipeline tenches for sewerage line as per required m3 780 89

to 3.0 including all safety provision using site rails and m3 475 98

116 Providing and supplying lSI Standard R.C.C. pipes(of Sulphate Rmt. 120 1,087

118 Lowering, laying and jointing R. C. C. pipes of following diameters Rmt. 120 119

120 Constructing Junction circular Manhole of following size (inside No. 2 19,830

121 ii) Extra depth beyond 1.5 M but upto 2.5 M depth for "A" type Rmt. 1 6,400

122 Manhole Type "B" Circular type having inside diameter of 1200 No. 6 30,490

123 ii) Extra depth beyond 2.5 M but upto 4.0 M depth for "B" type Rmt. 5 9,340

124 Providing F.R.C. MH seat cover incl. carting to the work site etc. No. 8 2,380

125 Shoring or timbering for trench with 50 mm thick planks and m2 200 71

suitable size truts

126 Dismentaling etc.

of the complete.

existing structure including removing and m3 40 910

127 Refilling the pipeline trenchesas and

stacking the dismentelled materials incl. directed (b) R.C.C

ramming, watering, m3 1,289 22

128 Carting and recarting of materials such as murum, within

consolidating desposal of surplus stuff as directed earth,akapchi,

radius m3 400 101

gravel, brick bats, kankar, sand, debris etc. from the site

129 Demoliton and disposal of unserviceable materials with all lead to m3 40 609

130 Demolition of following including stacking of serviceable material m3 40 550

131 Grouting with 1:3 cement, sand mortar for anchor bolt pockets, m3 4 3,587

132 Making connection to the ex. M.H. in running sewer incl. No. 2 1,500

Total of Sewage Network Works Rs.

Note - All the Iteams rate are considered excluding cost of GST as per the Government of Gujarat Road & Building Dept.

Reso.NO. TNC/102022/457/C Dt. 05/04/2022 So, bidder shall be consider this change in BOQ.

Seal & Signature of the Bidder City Engineer

Date : Gandhinagar Muncipal Corporation

NAME OF PROJECT : DEVELOPMENT OF STREET AT KOBA CIRCLE TO TAPOVAN CIRCLE

SCHEDULE 'B' -PART- C

Memorandum Showing Iteams of Works to be carried out :

Sr.No Item Description Unit Quantity Unit Rate Amount

Strom Water Supply

135 Excavation for pipeline tenches for storm water line all with shoring and struting as per m3 13,355 89

1.5 to 3.0gradient

m. and line including all safety provision using site rails and stacking

138 Providing bedding incl. ramming, watering, levelling consolidating etc. complete as per 3 120 329

Providingand instruction

and of engineer

supplying in charge

lSI Standard as above

R.C.C. with OPC)

pipes(of required

in quality sandlengths

standard broughtof Rmt. 2,025 1,339

RCC NP3class Pipeand diameter suitable for either collar joints or rubber ring joints Rmt. 2,270 1,914

900 mmmmdiadia. Rmt. 630 3,545

142 Lowering, laying and jointing R. C. C. pipes of following diameters in proper position, Rmt. 2,025 171

alignment at all level as directed by Engineer-in-charge including conveyance Rmt. 2,270 228

145 Constructing Junction circular Manhole of following size (inside clear)including No. 66 19,300

146 excavation,

Extra depth refilling, plain

beyond 1.5 cement

M but uptoconcrete (1:2:4)

2.5 M depth forfor

"A"foundation, CC above.

type manhole channel (1:1.5:3) , Rmt. 33 6,370

147 Manhole Type "B" Circular type having inside diameter of 1200 mm for depth upto 4.0 m No. 10 30,050

Extra depth600 mm

but upto 4.0 M depth for "B" type manhole above. Rmt. 5 9,370

149 Manhole Type "E" Circular type having inside diameter of 1500 mm for depth upto 4.0 m No. 14 43,360

Extra depth mm dia

beyond 2.5 sewer)

M but upto 4.0 M depth for "E" type manhole above. Rmt. 14 11,190

151 Constructing Scraper Manhole of following size (inside clear)including excavation refilling No. 1 1,15,390

152 plain cement

(ii) 2.0 concrete (1:4:8) for foundation, CC channel (1:2:4) , 20 mm thick inside

153 Providing & Fixing F.R.C. MH seat cover incl. carting to the work site etc. comp. No. 5 2,380

Shoring orF.R.C. Extrafor

timbering Heavy Duty

trench (EHD-35)

with 50 mmMachinehole

thick planksCovers & Frames

and suitable Cover:

size truts etc. Sq.m 15,760 71

Constructing curb inlet with catch basin of size 0.75 x 0.75 m depth upto 1.0 m including No. 98 11,520

156 excavation,

Refilling therefilling, 23 cms

pipeline thick brick

trenches incl.walls in CM watering,

ramming, (1:5) with consolidating

C.C. 1:4:8, 20mm thick of

desposal m3 16,390 22

surplus stuff as directed within a radius of 3 km.

157 Carting and recarting of materials such as murum, earth, kapchi, gravel, brick bats, kankar, 3 2,000 101

158 sand, debris etc. from

ADDITIONAL ITEMS the site to approved location, including loading, unloading, stacking m3 200 609

159 Demoliton and

Demolition of disposal of unserviceable

following materials

including stacking of with all lead and

serviceable lift and disposal of

material m3 200 1,058

160 unserviceable

ii) Brick Workmaterials

(Cement with all lead and lift

Mortar) m3 200 550

161 Grouting with 1:3 cement mortar for anchor bolt pockets machine bases, pipe sleeves, m3 4 3,587

Fixing holes etc.on

Rebar including

concreteroughening andconnection

structure for cleaning ofwith

concrete surfaces using

new structure curingHilti/Fischer

mm dia. Bartechnology including all labour,tools & tackels temporary arrangement, saftey No. 4 415

164 20 mm dia. Bar No. 4 654

165 Making connection to the ex.M.H.in running sewer incl. Dewatering and other No. 1 1,500

b) 400mm machinery

to 600 mmetc. of following dia pipes at any convenient time. All damaged work

dia. No. 2 2,500

167 c) 700 mm to 900 mm dia. No. 2 3,500

Sr.No Item Description Unit Quantity Unit Rate Amount

168 Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick No 10 820

b) upto repairing

0.35 mt (@ by brick

Four masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

Coarse) No 10 1,300

170 Dewatering by pumping set of required capacity including temporary platform carting HP/Hr. 10,920 18

pumping at site and fixing the same in position including all accessories, and fuel and

Total Part -C (Storm Water Works) (Rs)

Note - All the Iteams rate are considered excluding cost of GST as per the Government of Gujarat Road & Building Dept. Reso.NO.

TNC/102022/457/C Dt. 05/04/2022 So, bidder shall be consider this change in BOQ.

Seal & Signature of the Bidder City Engineer

Date : Gandhinagar Muncipal Corporation

NAME OF PROJECT : DEVELOPMENT OF STREET AT KOBA CIRCLE TO TAPOVAN CIRCLE

SCHEDULE 'B' -PART- D

Memorandum Showing Iteams of Works to be carried out :

Sr.No Item Description Unit Quantity Unit rates

Water Supply Works

171 Excavation for pipe line trenches distribution network, valve m3 350 89

172 chambers for all

Providing and requiredDIgradient

supplying andpipe

K-7 grade linewith

EPDMsafety Rmt 120 1,003

173 150 mm dia. DI pipe (K-7) Rmt 100 1,477

174 200 mm dia. DI pipe (K-7) Rmt 120 1,880

175 Lowering, laying and jointing DI Pipes of various classes Rmt 120 55

176 150 mm dia. DI pipe (K-7) Rmt 100 76

177 200 mm dia. DI pipe (K-7) Rmt 120 99

178 Providing and laying cement concrete M20 for thrust block m3 30 4,307

179 and encasing

Providing TMTincluding formwork reinforcement

Bar Fe-500/500D but excluding the

180 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 m3 1 3,653

181 coarse Sand :4 Graded

Providing,supplying ,fixingstone aggregate

ISI mark Ductile20 mm

182 Refilling the pipeline trenches including ramming, watering, m3 340 22

consolidating disposal of surplus stuff as directed within a

Sr.No Item Description Unit Quantity Unit rates

183 Carting and recarting of materials such as murum, earth, m3 105 101

184 kapchi, gravel,- brick

D.I. Specials bats, kankar,

Manufacture, sand, debris of

Supply,Delivery etc. from the

Ductile Iron Kg 502 148

185 Demoliton and disposal of unserviceable materials with all m3 40 609

186 Demolition including stacking of serviceable materilas and m3 40 1,058

187 Demolition of following including stacking of serviceable m3 40 550

188 Construction of chambers in brick masonary, locally No. 1 7,738

189 b) for 1 m. extra depth Rmt. 1 4,479

190 Providing F.R.C. MH seat cover incl. carting to the work site No. 1 2,380

Total Part-D (Water Supply Works) (Rs)

Note - All the Iteams rate are considered excluding cost of GST as per the Government of Gujarat Road & Building Dept.

Reso.NO. TNC/102022/457/C Dt. 05/04/2022 So, bidder shall be consider this change in BOQ.

Seal & Signature of the Bidder City Engineer

Date : Gandhinagar Muncipal Corporation

NAME OF PROJECT : DEVELOPMENT OF STREET AT KOBA CIRCLE TO TAPOVAN CIRCLE

SCHEDULE 'B' -PART- E

Memorandum Showing Iteams of Works to be carried out :

Item Description Unit Quantity Unit Rate Amount

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-in-charge.

Panels_Section Feeder Pillar ( Outdoor Type - A)

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 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 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.

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

193 legrand make Cat no.56674 but without cost of wiring and piping. Scope also No. 3.00 9,433

includes necessary foundation, cable entry pipes etc complete in all respect

as per drawing.

Supplying, assembling, leveling, grouting, erecting, Testing, & Commissioning

of Totally insulated wall sockets with din rail 16 A socket with 16A plug with

16A DP MCB made out of environment friendly, recyclable polycarbonate

194 thermoplastic, Degree of Protection minimum IP 65, in accordance with IEC No. 3.00 3,992

60309 ,self extinguishing glow wire tested at 960 deg. cent equivalent to

Hensel Walther make Cat. No. -AR119TS.

SITC of 260mm x 160mm x 98 mm Water tight junction box (equivalent to

Hensel make Cat No. KF 9255) having Degree of Protection IP 67 with

Nos. 4 way terminal suitable up to 16 Sq.mm with necesssry accessories with

195 din rail channel complete in all respect. Scope also include to provide gel to No. 3.00 2,940

make junction box water tight for buried application.

Excavation and back filling of 90 cms deep cable trenches required for laying

196 the cables directly buried in the ground. This includes supplying and providing Rmt 100.00 70

cable markers at an interval of 10 meters.

Item Description Unit Quantity Unit Rate Amount

Covering of cable with second class bricks or cement tiles laid cover the

197 cable crosswise & also on both sides with covering of 7. 5 Cms. layer of sand Rmt 100.00 134

above & below cable (16 bricks per meter)

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

198 ends complete. Rmt 10.00 514

(B) Up to 150 mm bore dia

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-

199 laid pipe with necessary cable identification mark to be provided at distance Rmt 300.00 254

of 10 mt. The vertical cable on wall shall be drawn in prelaid conduit for

vertical mechanical support.

4 core 35 Sq. mm Al. XLPE ARM Cable

200 4 core 25 Sq. mm Al. XLPE ARM Cable Rmt 300.00 189

201 4 core 16 Sq.mm Al. XLPE ARM Cable Rmt 4,290.00 152

202 4 core 10 Sq.mm Al. XLPE ARM Cable Rmt 50.00 138

Copper Cables :

16 Sq.mm x 4c Cu. XLPE ARM Cable

204 10 Sq.mm x 4c Cu. XLPE ARM Cable Rmt 100.00 674

Cable Termination:

Supplying & fixing double compression type Brass glands & making joint with

necessary bi metalic crimping socket of long nack type connecting the same

205 to various equipment/panel/DB etc. for the following sizes: No. 6.00 76

35 Sq.mm x 4c Al. XLPE Arm. Cable

206 25 Sq.mm x 4c Al. XLPE Arm. Cable No. 6.00 67

207 16 Sq.mm x 4 C Al. Arm. Cable No. 260.00 47

208 10 Sq.mm x 4 C Al. Arm. Cable No. 38 -

209 10/16 sq.mm x 4 c Cu. Cable No. 10.00 47

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

210 following sizes for all cores at end as specified. No. 6.00 81

35 Sq.mm x 4c Al. Cable

211 16/25 Sq.mm x 4/3.5c Al. Cable No. 266.00 61

16 Sq.mm x 4c Cu. Cable

10 Sq.mm x 4c 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,

214 finishing necessory grouting,cementing, plastering etc.. All the necessary KG. 100.00 78

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.

Item Description Unit Quantity Unit Rate Amount

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 conductive compound with high charge

dissipation suitable for following type of applications.

(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.

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

a) Fixing accessories.

b) Corrosion protection of buried conductors with bituminous coating and

covered with PVC tapes.

25 x 3 mm cu. strip

217 No.8 gauge bare cu. earth wire Rmt 5,140.00 92

Supplying and laying following sizes PVC pipe of approved make in open /

concealed in wall manner including excavation and back filling (if required)

218 as per layout and drawing and re-filling the trenches etc. complete as Rmt 50.00

Heavy gauge pipe in Open / Concealed manner minimum 25 mm dia with GI

Heavy gauge pipe in Open / Concealed manner minimum 32 mm dia with GI

Heavy gauge pipe in Open / Concealed manner minimum 40 mm dia with GI

221 Heavy gauge pipe in Open / Concealed manner minimum 50 mm dia. Rmt 50.00 70

Supplying and laying following sizes Double walled corrugated HDPE pipes (

outer wall corrugated and inner smooth wall surface) with all accessories (

endcap, bend, tees, coupler, reducer etc) End cap to be provided at both end

222 at every manhole. confirming IS 16205 Part 24 of approved make in open / Rmt 600.00 551

concealed in manner including excavation and back filling as per layout and

drawing and re-filling the trenches etc. complete in all respect as per drawing

and as directed.

120 MM OD DWC Pipe with readymade spacer at every one meter

90 MM OD DWC Pipe

Pipes for Utility services

160 MM OD DWC Pipe with readymade spacer at every one meter.

295/300 MM OD DWC Pipe with readymade spacer at every one meter

Supplying and laying following 4- Way 40mm Multi Ducts ( with ABS spacer at

every one meter) 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 4 nos. PLB HDPE ducts will be different colour for differentiation.

Outer sheet thickness will be 1.2mm +- 0.2mm. The inner surface of the multi

226 channel ducts will be Straight ribbed/Plain Wall thickness(mm) of each of the Rmt 3,300.00 963

ducts Excluding rib height shall be 2.9mm +- 0.3mm. and Straight

Ribbed/Plain Wall thickness will be 0.2 to 0.3mm Appropriate OD(4 Nos.

40mm Od ducts Inserted)

Item Description Unit Quantity Unit Rate Amount

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, Output voltage range:

227 415V +/- 1% Phase to phase, Input Frequency: 47 to 53 Hz, Control type: No. 6.00 77,426

Digital Micro controlled based, Reset: Manual as well as auto, Efficiency:

98%, Type: Air cooled for outdoor application

Scope includes Follow Up with all the local power supply co, Local Gas

company, telecom company, local government dept., any kind of

Government department , Environment Dept. etc. for getting approval

for handing over the site for successful installation. Follow up 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-out. This also covers

to obtain any permission required for road crossing from any authority (if

228 required), Filling the necessary application to supply co., following up and LOT 1.00 5,00,000

getting the supply filling the necessary test report to the supply co, liasion with

respective authority for shifting/re-routing of existing overhead and

underground power/data line. All official fees shall be paid by client on

presentation of documentary proof and all other out of pocket expenses shall

be of contractor.

External Lighting

Supply & Installation of GI Pole made out of B CLASS ERW G.I. PIPE for

road having Height - 9 metre having thickness of 4.8mm, 165 mm outer

uniform dia., with base plate of 450 x 450 x 16 mm with stiffener plate with

Nos Seprate integral type junction box ( For Street light & Signage) , 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 9000mm

above FFL) (Sample to be approved )

1) with necessary 2 Nos 6 way connector, 3 Nos. 2A SP MCB with din rail

229 channel, 8mm thk. Hylem sheet, 12x2 mm thk. GI Patti Clamp, with No. 130.00 49,538

necessary required hardware, necessary welding & Fabrication work (if

required) complete in all respect.

2) 40 mm diameter pipe GI for each cable entry .

3) Wiring up to the light fixture from the junction box using 3nos. x

sq.mm.flexible 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 requirement.

7) with necessary Reducer / Coupler / for fixing of light fixtures.

8) Necessary fabrication required to mount Sign board on Pole

Supply & installation of maximum up to 1000 mm Single Arm GI Pipe bracket

with 60 mm OD or as required as per selected light fixtures as per attached

230 Drawing complete in all respect with necessary required hardware. No. 130.00 1,956

Supply & installation of maximum up to 1000 mm Double Arm GI Pipe

bracket with 60 mm OD or as required as per selected light fixtures as per

231 attached Drawing complete in all respect with necessary required hardware. No. 10.00 3,198

Supply & installation of maximum up to 1000 mm Tripple Arm GI Pipe

bracket with 60 mm OD or as required as per selected light fixtures as per

232 attached Drawing complete in all respect with necessary required hardware. No. 10.00 3,793

Item Description Unit Quantity Unit Rate Amount

Light Fixtures - Type A

Supplying, erecting, connecting, testing and commissioning of 70-90Watt

LED street Light Fixture ( min 150lm/wattt) , Minimum IP65 , 3000 to 4000K,

power factor > 0.95, SPD of 4KV, as per specification and as per selection

233 list of light fixtures with all necessary Hardware, Internal Wiring with Driver, No. 150.00 8,944

lamp etc. all required accessories Complete in all respect FOR at site.

Selection Will be done by architect

Light Fixtures - Type B

Supplying, erecting, connecting, testing and commissioning of 35-40Watt

LED Posttop Light Fixture ( min 75lm/wattt) , Minimum IP65 , 3000 to 4000K,

power factor > 0.95, SPD of 4KV, as per specification and as per selection

234 list of light fixtures with all necessary Hardware, Internal Wiring with Driver, No. 10.00 10,977

lamp etc. all required accessories Complete in all respect FOR at site.

Selection Will be done by architect

Removing & relaying

Dismantling and removing of existing Section feeder pillar & reinstalling

Section feeder pillar at said location by engineer in charge complete in all

235 respect as it is original with necessory civil work foundation, cable No. 10.00 10,000

termination, with extra required various sizes cables & with cable joints if

needed etc.as per requirement or as per instruction of engineer in charge .

Dismantling and removing of all materials like existing electrical / traffic

poles with bracket, light fixtures, cables and related all the electrical

accessories etc. and to hand over the material to the client's store. Extra

care should be taken while removing/dismantling of material to protect it from

236 damages complete in all respect as per instruction of engineer in charge. LOT 1.00 5,00,000

Scope includes stack the material in proper manner inside the Client store

and prepare a list of item removed as per instruction of engineer in charge.

complete in all respect for entire project area

Note - All the Iteams rate are considered excluding cost of GST as per the Government of Gujarat Road & Building Dept. Reso.NO. TNC/102022/457/C Dt.

05/04/2022 So, bidder shall be consider this change in BOQ.

Seal & Signature of the Bidder City Engineer

Date : Gandhinagar Muncipal Corporation

NAME OF PROJECT : DEVELOPMENT OF STREET AT KOBA CIRCLE TO TAPOVAN CIRCLE

SCHEDULE 'B' -PART- F

Memorandum Showing Iteams of Works to be carried out :

Document Name: Pushing work for Crossing 900 mm dia RCC NP4 OPC Pipe (Carrier Pipe) & 1800 mm dia RCC NP4 Pipe

(Casing Pipe) for crossing 60 Mt. Road (Tapovan Circle to Koba Circle)

Item Item Description Unit Qty. Unit Rate Amount

237 Laying 1.8 m. dia. RCC NP4 pipe of required length including open Rmt. 60 33,750

excavation for thrust bed necessary form work, concreting, curing, vibrating

, pushing etc. complete as per contractor's own design approved by

competent authority based on approved GAD by competent authority.

The item includes

(a) Providing and laying M-25 grade for cast in situ thrust bed and thrust

wall with necessary excavation with shoring and strutting, formwork,

curing, vibrating as per contractor's own design approved by Authority.

(b) Providing and laying RCC pipe

(c) Providing and fixing TMT-Fe-500 bars for RCC pipe including thrust

bed and thrust wall including supplying, cleaning, cutting, bending and

placing in position, lapping, binding with 16 SWG soft iron wire

irrespective of locations and levels

(d) Providing front shield, intermediate shield, jointing, jacking rigs, sliding

channels spacers etc. All the structural steel used except intermediate

shields will be ownership of contractor after pushing work is completed.

(e) Pushing with hydraulic jack without disturbance to pavement including

all necessary excavation for thrust bed and thrust wall, necessary shoring

and strutting required, necessary dewatering required if any, excavation

within the Pipe with all necessary refilling upto ground level after pushing

work completed including carting of extra earth upto a lead of 5 Kms. This

also includes necessary labour cost for pushing and including necessary

cost of hydraulic pipe and oil for hydraulic jacks including necessary

depreciation cost of jack.

(f) Applying 2 coats of approved quality epoxy painting on top and sides of

precast units after casting work completed including necessary groutings

with cement between two precast units after pushing work is completed.

a) 1800 mm dia. RCC NP4 pipe

238 Excavation for tenches as per required gradient and line including all m3 48 89

safety provision using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete for all

lift and strata as specified.In all sorts of Soil and soft murrum.

Item Item Description Unit Qty. Unit Rate Amount

242 Constructing RCC Chamber built in RCC M30 grade concrete with m3 5 3,653

TMT Fe-500 reinforcement including PCC M 15, RCC M30 for wall,

base slab and top slab, including formwork etc. complete. Concrete

work should be fair finish.

Item Item Description Unit Qty. Unit Rate Amount

244 ii) Bottom Slab m3 10 4,742

245 iii) Wall m3 34 6,537

246 c) Reinforcement TMT Fe-500 Kg 6,375 76

247 Providing and applying 15 mm thick cement plaster in single coat on m2 100 177

brick / concrete work for interior plastering upto floor any level

finished even and smooth in Cement mortar 1:3 (1 cement : 3 sand)

including racking out joint curing, scaffolding required if any, with

necessary cement finishing etc. complete as directed.

248 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 m2 38 301

coarse sand : 4 graded stone aggregate 20 mm nominal size)

including finishing with a floating of neat cement etc. complete laid

in one layer finished including necessary curing and with ordinary

portland cement. 40 mm thick.

249 Providing F.R.C. MH seat cover incl. carting to the work site etc. No. 2 2,380

comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames

Cover: 728mmø & 100 mm thick circular cover, 35.00MT load

design,100 x 2mm MS flat all round,16mm øplain round bar for

lifting the cover & should be fitted with plastic cups. Frame:560mm

ø clear opening, -888 x 888 x 175mm. On the upper periphery off

rame 25x3 mm wide MS flat should be well embed in concrete to

protect the edges off rame. FRCE.H.D.-35 manhole cover & frame

described as above.

250 Providing and fixing water tight construction or expansion joints 150 Rmt 19 330

mm. dia. Wide thin ribbed PVC

251 Extra rate over item of excavation of earth for excavation of asphalt Sq.m. 40 200

pavement/RCC of thickness upto 0.30 meter including demolishing

the asphalt carpet, metal, soiling/cutting Reinforcement etc. comp.

with stacking the material as directed.

i) up to 0.30 meter (By any type of Breaker Machine or R.C.C Cutter

machine including cost of operator, fuel & transportation etc

Item Item Description Unit Qty. Unit Rate Amount

252 Providing , supplying ISI Standard R.C.C. pipes(OPC) in standard Rmt. 60 19,090

lengths of following class and diameter suitable for either collar

joints or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc.

complete. (IS - 458/ 2021)

Note : One collar should be supplied with each full length plain

ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost included

in rates below.

RCC NP4 Pipe (with OPC Cement)

253 Providing , supplying, lowering in pipe, laying and jointing ISI Rmt. 60 9,582

Standard R.C.C. pipes(OPC) in standard lengths of following class

and diameter suitable for either collar joints or rubber ring joints

including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete. (IS - 458/ 2021)

Note : One collar should be supplied with each full length plain

ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost included

in rates below.

RCC NP4 Pipe (with OPC Cement)

Item Item Description Unit Qty. Unit Rate Amount

254 Refilling the trenches including ramming, watering, consolidating m3 75 22

etc. complete as directed within radius of 3 Km.

255 Providing and fixing plastic moulded reinforced steps 'with 10 mm No. 31 87

TOR steel bar with plastic polyproclene (P.P.) material (vergin)etc

Total Amount of Pushing Work -1

Total Amount of Pushing Work -1

TOTAL OF ALL PART (A+B+C+D+E+F) WITHOUT GST

Note - All the Iteams rate are considered excluding cost of GST as per the Government of Gujarat Road & Building

Dept. Reso.NO. TNC/102022/457/C Dt. 05/04/2022 So, bidder shall be consider this change in BOQ.

I/We am/are willing to carry out the work at…% above/below percent(Should be written in figures and

words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add ………% Above

1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division

2 All columns in the Schedule should be filled in ink and the total of the entire in the last columns should be

struck by the contractor under his signature.

3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold

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

4 To be continued on additional sheets, if found necessary.

5 The Labour Cess will be deducted as per prevailing rules i.e.1% of the work done.

6 Credit Value of Dismantle Material Rs.0.00 will be recovered in 1st RA bill of Contractor

7 The bituminous work shall be carried out by the contractor or as under by utilizing.

8 For abnormal high or law rates payment of such items shall be regulated as per Govt. Circular letter No.

Parach-102008-61-S dated 27-11-2008 attached with tender papers.

9 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Gandhinagar Municipal Corporation for which no extra payment shall be made.

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

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

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

Seal & Signature of the Bidder City Engineer

Date : Gandhinagar Muncipal Corporation