CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Demolition including stacking of serviceable materilas and disposal of

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

Dismentaling tiled / paver of stone floors laid in mortar including stacking of

2 serviceable materilas and disposal of unserviceable materials with all lead and 722.83 Smt 50.28

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

before execution.

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

- structures and surrounding if any. - - - -

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

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

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

execution in underwater condition if required.

Clearing and grubbing road land including uprooting rank vegetation grass

3 bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of 722.83 Smt 2.85

trees cut earlier and disposal of unserviceable materials (C) By mechanical

means in area of light jungle

Excavation for foundation in any kind of soil incl. sand, soft or hard marum,

soft rock not requiring Blasting incl. dewatering if required at cost and risk of

agency incl. shoring, struting, making the bottom level and sides in plumb incl.

4 watering, raming and consolidating the bottom etc. incl. removing the surplus 546.11 Cmt 211.23

stuff and black cotton soil if any within all lead and lift using the selected stuff

for back filling to foundation, in side trenches and plinth in layers of 20 cms. th.

with watering, consolidating etc. comp. as directed. (A) up to 1.50mt.

Excavation for foundation in any kind of soil incl. sand, soft or hard marum,

soft rock not requiring Blasting incl. dewatering if required at cost and risk of

agency incl. shoring, struting, making the bottom level and sides in plumb incl.

5 watering, raming and consolidating the bottom etc. incl. removing the surplus 321.70 Cmt 228.46

stuff and black cotton soil if any within all lead and lift using the selected stuff

for back filling to foundation, in side trenches and plinth in layers of 20 cms. th.

with watering, consolidating etc. comp. as directed. (B) from 1.50 to 3.00mt.

Excavation for foundation in any kind of soil incl. sand, soft or hard marum,

soft rock not requiring Blasting incl. dewatering if required at cost and risk of

agency incl. shoring, struting, making the bottom level and sides in plumb incl.

6 watering, raming and consolidating the bottom etc. incl. removing the surplus - Cmt 244.80 -

stuff and black cotton soil if any within all lead and lift using the selected stuff

for back filling to foundation, in side trenches and plinth in layers of 20 cms. th.

with watering, consolidating etc. comp. as directed. (C) from 3.00 to 5.00mt.

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

7 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 575.57 Cmt 137.48

disposited layer by ramming and watering.

Filling in plinth with sand under floors including watering ramming,

8 consolidating and dressing complete. (RIVER SEND PANO AS PER DIRECTION OF 19.38 Cmt 489.29

ENGINEER IN CHARGE)

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

9 thickness including watering, ramming and consolidating etc. complete. 262.11 Cmt 304.60

Providing and laying 3mm thick waterproofing bitumen sheet reinforced with

polyester/ fiberglass, as a pre-formed flexible membrane for waterproofing

works in roofs, terraces, basements, foundations, and wet areas. The

membrane shall be applied by the torch-on method, heating the underside of

the sheet with a gas burner to achieve proper bonding with the prepared

substrate. The substrate shall be cleaned, primed with bituminous primer, and

made smooth, even, and free from dust or loose particles before application.

Overlaps shall be provided as per manufacturer’s specification (minimum

75mm side lap and 100mm end lap) and properly sealed by torching to ensure

a continuous watertight layer. The work shall be completed in all respects,

including surface preparation, priming, heating, laying, joint sealing, finishing,

and protection (if required), all as per manufacturer’s recommendation and

instructions of the Engineer-in-Charge.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and installing pre-construction termite piping system using LLDP

(Linear Low Density Polyethylene) drip pipes of 8 mm outer dia and 6.4 mm

inner dia with drippers at 10.5 inch spacing, imported/ approved make. The

system shall be laid at plinth/ raft level along internal and external wall

junctions, around conduits, drainage points and other sensitive entry

11 locations, complete with junction boxes for future chemical pumping. The 452.86 Smt 255.53

system shall allow termite chemical (Imidacloprid or approved equivalent) to

be delivered by pumping at regular intervals, without breaking floors, thereby

ensuring long-term protection. Work shall include supply of all materials,

labour, installation, and testing, complete as directed by the Engineer-in-

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 plates (cost of insert

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

4) Onlycasting for all level

the following all height.

approved brands of cement shall be used for all works:

[ultratech], [sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand

shall not be permitted without prior written approval of the Engineer-in-

- 5) If the concreting quantity is more than 5 cum in a day, then the casting shall - - - -

be carried out using RMC (Ready Mix Concrete).

If the concreting quantity is 5 cum or less in a day, then the casting shall be

All concreting work shall be carried out strictly as per the advice and

instructions of the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

12 hand broken stone aggregates 40 mm nominal size) and curing complete 31.98 Cmt 3,106.67

excluding cost of formwork in (A) Foundation and Plinth

Providing and laying rubble soling, 300 mm thick, in a compact manner in

foudation, road, footpath etc. using 200 to 230 mm. cut size stones including

13 filling the gaps with M15 concrete covering and levelling the surface after 193.99 Cmt 2,385.61

filling the voids including watering, ramming well and consolidating each layer,

as directed by Engineer in-charge

Providing and laying in position Ready Mixed M-150 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site

14 of laying, including the cost of centering, shuttering, finishing, admixtures in 77.87 Cmt 4,359.67

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability but

excluding the cost of reinforcement as per direction of the Engineer-in-charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (A)

Foundation and Plinth

Providing and laying in position Ready Mixed M-200 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site

15 of laying, including the cost of centering, shuttering, finishing, admixtures in 45.29 Cmt 4,142.07

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability but

excluding the cost of reinforcement as per direction of the Engineer-in-charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (C)

Grade Slab / Floor Slab

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and laying in position Ready Mixed M-250 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site

of laying, including the cost of centering, shuttering, finishing, admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability but

excluding the cost of reinforcement as per direction of the Engineer-in-charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (A)

Providing and laying in position Ready Mixed M-250 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site

17 of laying, including the cost of centering, shuttering, finishing, admixtures in 48.68 Cmt 8,333.05

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability but

excluding the cost of reinforcement as per direction of the Engineer-in-charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (D)

Columns (Square Rectangular Polygonal in plan) upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-250 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site

18 of laying, including the cost of centering, shuttering, finishing, admixtures in 2.28 Cmt 10,739.06

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability but

excluding the cost of reinforcement as per direction of the Engineer-in-charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (D)

Columns (Circular or curved in Plan) upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-250 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site

of laying, including the cost of centering, shuttering, finishing, admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability but

excluding the cost of reinforcement as per direction of the Engineer-in-charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (B)

Walls upto Ground Floor Slab Level

Providing and laying in position Ready Mixed M-250 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site

20 of laying, including the cost of centering, shuttering, finishing, admixtures in 77.84 Cmt 6,783.69

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability but

excluding the cost of reinforcement as per direction of the Engineer-in-charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (C)

Coping and Beams (plain surface as well as arch & circular surface) upto

Ground Floor Slab Level

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and laying in position Ready Mixed M-250 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit mixer to site

21 of laying, including the cost of centering, shuttering, finishing, admixtures in 78.59 Cmt 7,289.82

recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability but

excluding the cost of reinforcement as per direction of the Engineer-in-charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (C)

Slabs, landing, shelves and Cantilever (plain surface as well as sloping slab

surface) upto Ground Floor Slab Level

Providing TMT Bar CRS - FE 500D reinforcement for R.C.C. work including

bending, binding, placing in position, hooking, tying welding and including

22 forming the cage and lowering it in position etc. complete of Specific brands - 45,625.44 Kg 77.29

Tata Tisco/Vizag/ET/JSW/SAIL upto Ground Floor Slab Level

Extra for additional height of propping and centering where the height of

23 propping and centering exceeds 4 .O M between supporting floor to ceiling 100.00 Smt 407.75

including temporary brick or stone pillars for supporting as required. (i)Height

more than 4.0 M.and upto 5.0 M.

Extra for additional height of propping and centering where the height of

24 propping and centering exceeds 4 .O M between supporting floor to ceiling 100.00 Smt 714.85

including temporary brick or stone pillars for supporting as required. (ii) Height

more than 5.0 M.and upto 6.0 M.

Providing and filling autoclave aerated concrete block bats (broken pieces) in

single or multiple layers in super structure, filling the joints with sand mortar

(Not more than 20%) 20 mm thick cement sand mortar screed in proportion

1:6 shall be laid as per drawing. Crushing strength of aerated concrete block/

bats shall not be less than 40 KG/sqcm, minimum density in oven dry condition

25 between 651 to 750 KG/CUM, thermal conductivity shall not exceed 0.3 6.02 Cmt 1,689.36

W/m.k, fire resistant 4 hours in true line level and plumb and cleaning the

surface with necessary tool tackles etc. at all floors, all heights, all levels and all

places including curing, scaffolding etc complete, as per drawing / specification

and as directed by Engineer -Incharge. For all civil, plumbing, electrical &

infrastructure works.

Making holes upto 52mm dia. in any RCC members by diamond Core Cutting

machine including disposing the debries. and Including EPOXY based water

26 proofing compound for sealing the joints around the pipes, nominal 8.00 No 415.52

reinforcement wherever required,scaffolding and labour charges for working

at all levels, leads and heights

Making holes upto 75mm dia. in any RCC members by diamond Core Cutting

machine including disposing the debries. Upto 750. Depth and Including EPOXY

27 based water proofing compound for sealing the joints around the pipes, 5.00 No 462.18

nominal reinforcement wherever required,scaffolding and labour charges for

working at all levels, leads and heights

Making holes upto 102mm dia. in any RCC members by diamond Core Cutting

machine including disposing the debries. Upto 750. Depth and Including EPOXY

28 based water proofing compound for sealing the joints around the pipes, 5.00 No 554.39

nominal reinforcement wherever required,scaffolding and labour charges for

working at all levels, leads and heights

Making holes upto 125mm dia. in any RCC members by diamond Core Cutting

machine including disposing the debries. Upto 750. Depth and Including EPOXY

29 based water proofing compound for sealing the joints around the pipes, 10.00 No 646.61

nominal reinforcement wherever required,scaffolding and labour charges for

working at all levels, leads and heights

Making holes upto 152mm dia. in any RCC members by diamond Core Cutting

machine including disposing the debries. Upto 750. Depth and Including EPOXY

30 based water proofing compound for sealing the joints around the pipes, 12.00 No 738.82

nominal reinforcement wherever required,scaffolding and labour charges for

working at all levels, leads and heights

Making holes upto 200mm dia. in any RCC members by diamond Core Cutting

machine including disposing the debries. Upto 750. Depthand Including EPOXY

31 based water proofing compound for sealing the joints around the pipes, 8.00 No 1,107.67

nominal reinforcement wherever required,scaffolding and labour charges for

working at all levels, leads and heights

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Making holes upto 250mm dia. in any RCC members by diamond Core Cutting

machine including disposing the debries. Upto 750. Depth and Including EPOXY

32 based water proofing compound for sealing the joints around the pipes, 6.00 No 1,292.10

nominal reinforcement wherever required,scaffolding and labour charges for

working at all levels, leads and heights

Making holes upto 300mm dia. in any RCC members by diamond Core Cutting

machine including disposing the debries. Upto 750. Depth and Including EPOXY

33 based water proofing compound for sealing the joints around the pipes, 10.00 No 1,938.70

nominal reinforcement wherever required,scaffolding and labour charges for

working at all levels, leads and heights

1) Masonry work shall be carried out for all floors, all levels, all heights, and all

locations, including loading, unloading, stacking, transporting, hoisting, and

erecting by any means (mechanical or manual)

- 2) Only the following approved brands of cement shall be used for all works: - - - -

[ultratech], [sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand

shall not be permitted without prior written approval of the Engineer-in-

Uncoursed Rubble Masonry with hard stone of approved quality in

34 foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand 6.77 Cmt 2,635.15

including levelling up etc. complete

Brick work using common burnt clay building bricks having crushing strength

35 not less than 35 kg./Sq.Cm. in substructure upto plinth level in Cement Mortar 32.86 Cmt 4,310.74

1:5 (1- Cement : 5 -fine sand) (B) Conventional

Brick work using common burnt clay building bricks having crushing strength

36 not less than 35 kg./Sq.Cm. in superstructure above plinth level upto floor two 128.75 Cmt 4,599.16

level in Cement Mortar 1:5 (1- Cement : 5 -fine sand) (B) Conventional

Half brick masonry in common brunt clay building bricks having crushing

37 strength not less than 35 Kg/Sq.Cm. in in superstructure above plinth level 45.42 Smt 683.87

upto floor two level in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) (B)

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

2) The contractor shall prepare shop drawings based on intent/ concept

drawing 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 approved by 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).

3) 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.

- 4) Door, window and other elements 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).

5) Engineer incharge reserves right to reject part or all work of sub standard or

not in confirmation to sample approved/or not as per mock up and in such

case contractor required to re do the same work confirming with approved

sample/mockup without any extra cost. Approved mock up works shall be

measured for payment without any wastage However, rejected Mock up shall

not be measured for payment.

Providing and fixing 35 mm thick flush door shutter flat pressed wood based

exterior grade bonded BWP/BWR synthetic resin having stamped IS

grade I type II including both sides 1 mm thick Decorative laminated and 6 mm

thick I.T.W. beading all around by using 120 m.m. x 80m.m.. solid core

malemine faced three layered I.T.W. frame with necessary groove cutting and

38 Stainless steel decorative type designs fixtures / fastening 2Nos.Satin Finish 28.18 Smt 5,060.72

Mortise Handle with lock, towerbolt, Floor door stopper, hinges etc. including

I.T.W. triangular batten patti of size 30m.m.x30m.m.etc. as per architectural

requirement and as directed by engineer in charge. (Double Shutter)

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing 30mm thick 100% Solid WPC (Wood polymer Composite) Solid Plain

(wooden figure) Flush Door Shutter of required size comprising of virgin PVC

resin of K Value 57-60 (Suspension Grade) with Door Frame 100 mm x 50 mm

Single Rebated made from Wood Polymer Composite (Single Extruded Process)

material comprising of virgin PVC polymer of K Value 57-60 (Suspension

Grade), Calcium Carbonate and natural Fibers (Wood Powders/ rice husk/

39 wheat husk) and Non toxic additives, made from Extrusion process WPC foam 10.08 Smt 5,715.76

sheet Single Extruded (Inner) For WC / Bathroom / Toilet / Kitchen / Balcony

Doors Including all required hardware materials labours and equipments with

fixing as per approved sample detailed specification as directed Engineer in

charge with all lead and lift. As per attached Detail specification. (including all

2Nos.Satin Finish Mortise Handle with lock, towerbolt, Floor door stopper,

hinges etc. complete)

Providing and fixing heritage-style openable aluminium Doors & windows with

arched top profile, fabricated from powder-coated aluminium sections,

complete with toughened glass glazing, matching mullions, transoms, and arch

detailing as shown in drawings/approved samples. The window shall be fully

functional, including all hardware and locking system, necessary fittings,

40 gaskets, sealants, and accessories, complete in all respects. The rate shall be 96.32 Smt 16,247.07

measured and paid per square meter, calculated on clear opening dimensions

of the window only. The rate shall be inclusive of fabrication, supply,

installation, scaffolding, transportation, handling, fixing, testing, and all

incidental works, complete as directed by the Engineer-in-Charge.

Providing and fixing standared extruded of alluminium section of size 63.50 x

38.10 x 1.95 mm @ Wt 1.094 Kg/Rmt with colour anodized alluminium frame

41 with 5 mm thick transparent bronze colour tinted float glass with colour 5.36 Smt 1,301.82

anodized alluminium frame for ventilation with 5 mm thick frosted glass as

details etc complete.

1) All types of loose and laid samples of flooring shall be approved by the

Engineer-in-charge.

The contractor shall apply approved Stone Impregnation primer/ sealer coat

on both sides and all edges (after cutting and finishing the stone as per size) of

stones in a minimum of two coats as per the manufacturer's specification and

as directed by the Engineer-in-charge. No extra shall be paid for the same.

2) Contractor shall co-ordinate and execute for all services in flooring and wall

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

elevator operating panel in lift wall cladding, raceway in flooring, junction box,

etc), and making good as per the satisfaction of Engineer-in-charge.

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

levels, all heights, and all places.

4) Rate shall be inclusive of all types of wastage of all material.

5) Only the following approved brands of cement shall be used for all works:

[ultratech], [sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand

shall not be permitted without prior written approval of the Engineer-in-

Providing and fixing 750 mm wide Granite sand which type platform, counter

wash basin including supplying and fixing granite stone 18 mm thick mirror

polished 1st quality Granite stones in top and side posiition and vertical strip at

front over 25 mm thick polished kotah stone platform fixing in top and sides

42 and itermediates supports fixing with cement mortar and adhesivee and 21.20 Rmt 8,634.53

finishing including providing & cutting of kitchen sink (as directed) 600 mm x

450 mm x 150 mm size stainless steel sink (as directed by engineer incharge) at

required position etc complete.

Providing and fixing of minimum 16 mm thick telephonic Black Granite stone

slab for jambs of doors and window. Black Granite should be spotless, without

any crack, vain or other damages joined with grey cement slurry and matching

pigment in vertical and horizontal member, including rubbing and polishing

and full round edge molding on both the sides( edge), Mirror polishing curing

of the Black Granite stone as per detail design and instruction. The door frame

should have sandwich type Jambs stone fitting to accommodate fixing of door

where required, the fixing of jambs with necessary binding wire tiles piece,

adhesive, clamp, fastener, white cement and matching pigment other

consumable, molding and polishing machinery other tools, tackles required to

complete the item and where two member vertical and horizontal meet it

should cut 45 degree angle etc up to all floor with all lead & lift etc complete.

The Black Granite stone size and quality should be as per sample approved by

architect and Engineer in charge.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and laying Polished Granite stone flooring, skirting, dado in required

design, colour and patterns, in linear as well as curvilinear portions of the

building all complete as per the architectural drawings with 18 mm thick stone

44 slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 61.51 Smt 4,526.12

coarse sand) laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade including rubbing

curing and polishing etc. all complete as specified and as directed by the

Engineer-in-Charge.

Providing and laying polished Kota stone slab flooring over 20 mm (Average)

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

45 Limeputty : 1.5-coarse sand) laid over and jointed with grey cement slurry 59.37 Smt 1,019.40

mixed with pigment to match the shade of slab including rubbing and polishing

etc. complete. (A) 25mm thick

Providing and laying polished kota stone slab 25 mm thick in risers of steps,

skirting Dedo and pillars laid on10 mm thick cement mortar 1:3 (1-Cement : 3-

46 coarse sand) and jointed with gray cement slury mixed with pigment to match 11.12 Smt 1,135.49

the shade of slab including rubbing and polishing etc. complete.

P & L 48" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse sand) and dedo on 10 mm thick

47 cement mortar 1:3 ( 1 cement: 3 coarse sand) by adhesive material including 356.25 Smt 1,472.92

dismentaling of existing flooring and jointed with color cement slurry including

finised with flush pointing & cleaning the surface etc. complete for antiskid

Providing and laying coloured glazed tiles of the size 1200 mm x 600 mm x

48 mm in flooring, skirting, risers of steps and dedo on 10 mm. thick cement 133.92 Smt 1,523.67

plaster 1:3 (1 cement : 3 coarse sand) & jointed with white cement slurry.

1) Contractor shall correlate all services drawings from different installers and

prepare a clash free shop drawing as per the architectural drawings for RCP,

with all services integrated, vis a vis HVAC, FFTG, PLUMBING, ELE, ELV & any

other services planned and part of the design.

2) The method statement for execution of all services coordinated with the

ceiling execution shall be submitted by the Contractor for approval of the

Engineer-in-charge before commencing execution work at site.

3) Quality check and sequence of execution along with relevant

documentation to be ensured by the site project team for inspection and

quality checks.

4) The false ceiling work to be strictly supervised for alignment, line & level

and overall quality of installation and the Contractor to strictly follow the

- approved methodology statement. - - - -

5) The false ceiling suspension work shall be strictly from the mother slab or

secondary supports installed for the false ceiling and not from any suspension

members of other services.

6) All services equipment & light fixtures, curtains etc. to be fixed with a

separate suspension system from the mother slab, not on the false ceiling tiles

or false ceiling members.

7) For gypsum ceilings, the Contractor shall provide perimeter channels at the

periphery of all services cutouts for strengthening the system.

8) If required, additional supports to be provided for fixing the false ceiling (in

case of special shape, more height etc).

9) In case the height of suspension system is more than what is recommended

by the manufacturer, separate MS supports to be provided from the mother

slab and the false ceiling to be suspended from the MS supports. Design and

shop drawing for the MS fabrication work and connections with the structure

members shall be submitted by the Contractor for approval by the Engineer-in-

charge. MS framework to be designed to accommodate other services, if

- required. Such MS frame work shall be paid under relevant Tender items. - - - -

10) The sequence of execution of the different services to be aligned with the

RCP to avoid any rework.

11) Movement joints/groove to be provided in the boards or grid ceiling

system in large span areas.

12) Contractor to quote the rate considering all points mentioned in the

specifications.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles

having Tegular edge & 15 mm Thick Densified edges on the Tile Periphery for

Extra Strength The Light weight calcium silicate ceiling tiles shall have , light

reflection 85% non-combustible as per B.S. 476 part IV, 100% humidity

resistance and also having thermal conductivity0.043° w/m KC.for the best

thermal Insulation . The Light weight calcium Silicate tile shall be of approved

texture Fine fissured/ Spintone/Cosmos having NRC value of 0.5 & Globe

having NRC value of 0.75 NRC or equivalent of size 595 X 595 mm to be laid on

true horizontal level suspended inter locking metal grid of hot dipped

galvanized steel sections (galvanizing @120 grams per sqm including both side)

consisting of main ‘T’ runner suitably spaced at joints to get required length

and size of 24X38mm made from 0.30 mm thick (minimum) sheet, 1200mm

centre to centre, and cross ‘T’ of size 24X28mm made out of 0.33mm

(Minimum) sheet spaced 1200mm along spaced between main ‘T’ at 600mm

centre to centre to form agrid of 1200X600mm and secondary cross ’T’ of

49 length 600mm and size 24x28mm made of 0.30 mm thick (Minimum) sheet to 321.25 Smt 1,674.15

be interlocked at middle of the 1200X600mm panel to form grid of size

600X600mm resting

on periphery walls/partitions on a perimeter wall angle pre-coated steel of size

(24X24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl

plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm

interval and laying 15mm thick Densified edges light weight calcium silicate

ceiling tiles of approved texture (Fine Fissured/Cosmos/Spintone) in the grid

including, cutting /making opening for services like diffusers, grills, light

fittings, fixtures, smoke detectors etc., wherever required, Main ‘T’ runners to

be suspended from ceiling using G.I. slotted cleats of size 25X35X1.6mm fixed

to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm G.I. adjustable

rods with galvanized steel level clips of size 85X30X0.8mm, spaced at 1200mm

centre to centre long main ‘T’ bottom exposed with 24mm of all T-sections

shall be prepainted with polyester baked paint, for all heights, as per

specifications,

Providing and drawings and as directed

fixing gypsum by engineer-in-charge.Note:-

board false Only

ceiling consists at G.I perimeter

channels of size 0.55 thick having one flange of 20 mm and another flange of

30 mm and web of 27 mm along with perimeter of ceiling, screws fixed to brick

work / concrete / partition with help of nylon sleeves and screws at 610 mm

centre. The suspending G.I. intermediate channels of size 45 mm(0.9 mm thick

with 2 flangs at 15mm each from the soffit at 1220 mm centrewith ceiling

angles of width 25mm x 10mm x 0.5 mm thick fixed to soffit withG. I cleat and

steel expansion fastners ceiling section of .55 thick having kurled web 51.5 mm

and 2 flangs at 26 mm each with lip at 10.5 mm are fixed to intermediate

channel with help of connecting clips and in direction perpendicular to the

intermediate channel at 450mm centre to centre including 12.5 mm tapered

edge Gyp board conforming to IS 2095 – 1982 is then screw fixed to ceiling

section with 25mm dry wall screws of approved quality and make at 230mm

50 centre, screw fixing is done mechanically with drilling machine with suitable 50.00 Smt 748.66

attachment. Finally tapered edges at the cupboard are to be joint and finished

so as to have a flush look which includes filling and finishing with jointing

compound, paper tape etc. complete. Rate to be included all kinds of profiles,

upright, curves,cutouts required for light fixtures, speakers, sprinklers, smoke

detectors, trap doors, A.C. grill, diffuser etc including additional support if

required of duct portion, marking grid on ceiling, including all drops, offsets,

curvature small moulding and in desired geometrical pattern, including 2 coats

of primer, plaster putty and minimum 3 coats of plastic Emulsion paint as per

manufactures specification, scaffolding. Note:-As per drawings and design

supplied by architect and instruction given by authority and E.I.C.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and fixing moisture proof Calcium Silicate Board false ceiling consists

at G.I perimeter channels of size 0.55 thick having one flange of 20 mm and

another flange of 30 mm and web of 27 mm along with perimeter of ceiling,

screws fixed to brick work / concrete / partition with help of nylon sleeves and

screws at 400 mm centre. The suspending G.I. intermediate channels of size

mm(0.9 mm thick with 2 flangs at 15mm each from the soffit at 1220 mm

centrewith ceiling angles of width 25mm x 10mm x 0.5 mm thick fixed to soffit

withG. I cleat and steel expansion fastners ceiling section of .55 thick having

kurled web 51.5 mm and 2 flangs at 26 mm each with lip at 10.5 mm are fixed

to intermediate channel with help of connecting clips and in direction

perpendicular to the intermediate channel at 450mm centre to centre

including 8 mm tapered edge alcium Silicate Board conforming to IS 8154 –

1993 is then screw fixed to ceiling section with 25mm dry wall screws of

approved quality and make at 200mm centre, screw fixing is done

51 mechanically with drilling machine with suitable attachment. Finally tapered 24.06 Smt 1,254.71

edges at the cupboard are to be joint and finished so as to have a flush look

which includes filling and finishing with jointing compound, paper tape etc.

complete. Rate to be included all kinds of profiles, upright, curves,cutouts

required for light fixtures, speakers, sprinklers, smoke detectors, trap doors,

A.C. grill, diffuser etc including additional support if required of duct portion,

marking grid on ceiling, including all drops, offsets, curvature small moulding

and in desired geometrical pattern, including 2 coats of primer, plaster putty

and minimum 3 coats of plastic Emulsion paint as per manufactures

specification, scaffolding. Note:-As per drawings and design supplied by

architect and instruction given by authority and E.I.C.

1) Rate shall be inclusive of any type of groove and drip mould in all type of

2) The rate shall be for all height, all level in any shape.

3) Curing method shall be approved by Engineer in charge.

4) Contractor shall provide mesh/ natural fibres i.e. jute, core at junctions,

corners, surround electrical cut-out, services chiselled area etc.

5) Engineer incharge reserves right to reject part or all work of sub standard or

not in confirmation to sample approved/or not as per mock up and in such

case contractor required to re do the same work confirming with approved

sample/mockup without any extra cost. Sample and mock shall not be payable

- if rejected or casted in other location (not in scope of work area). - - - -

6) In all plaster work, chicken mesh shall be provided at the junctions of

masonry and concrete works to prevent cracks. The mesh shall be properly

fixed and embedded before plastering, and the finishing shall be done smooth

and even, as per the instructions of the Engineer-in-Charge. (The cost of

providing and fixing chicken mesh shall be paid separately as per the relevant

tendered item rate.)

7) Only the following approved brands of cement shall be used for all works:

[ultratech], [sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand

shall not be permitted without prior written approval of the Engineer-in-

52 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 173.10 Rmt 44.07

Providing and fixing G.I. hexagonal chickenmesh of size 20mm x 20mm of

gauge at junction of concrete and brick work or between different materials

after making "V" grove between two different material surface and filled with

rich cement mortar and @ 100mm on each side of surfaces including

53 necessary "U" nails / screws / washers with cleats for fixing, overlaps, 404.60 Smt 184.03

scaffolding at all floors / all levels / all heights / all shapes etc. complete as per

drawing / specifications and direction of Engineer- in-charge. For civil,

plumbing, electrical & infrastructure works.

Providing 10mm thick cement plaster in single coat on brick/concrete walls for

54 interior plastering upto floor two level and finished even and smooth in 656.15 Smt 149.12

(i)Cement mortar 1:3 (1-cement:3-sand)

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

55 single or half brick walls for interior plastering upto floor two level and finished 854.12 Smt 176.15

even and smooth in (ii) Cement mortar 1:4 (1-cement : 4-sand)

20mm thick mala / sand faced cement plaster on walls upto height 10 metres

56 above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1- 818.88 Smt 350.58

cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand)

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

1) 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.

2) Rate shall be for all floor, all level all height.

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

used for fixing.

- 4) Structural stability shall be responsibility of contractor for all kind of metal - - - -

5) All elements shall be factory fabricated and finished, only final finishing to

be made on site with all precautions.

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

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

7) Contractor shall provide PVC/ nylon separator, where two different metals

connect to avoid galvanic reactions.

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

all heights/ all shapes & sizes with all leads & lifts using MS Rolled Steel

Sections, Hollow sections, MS Plates/ sheet, Flats, Bright Bars, Anchor bar,

deep threaded MS bolts, threaded J bolts, insert plate, support plate, base

plate, chequered plate etc as per drawing and all confirming to latest relevant

IS codes for steel structures like staircases, railings, handrail, pergola,

decorative gate, grills, platforms, brackets, monkey ladder, cat ladder,

specialized work or similar etc. including straightening, cutting, bending,

bolting and welding the members, scaffolding/ staging etc. complete and

comprising of :

i) Profile Cutting of components to required length/ width and shape/ profile;

ii) Smooth grinding/ machining of edges/ faces/ all welding joints;

iii) Necessary welding (electric arc welding) in required weld length and size;

iv) Machine drilling of holes for joining/ anchoring

57 Standard measurements will be paid for as actual cut length used at site. The 3,938.89 Kg 79.33

rate shall include dry sanding, hydra, crane, specilized tools, degreasing (wet

cleaning) & preparation of rust free surface manually or mechanically, metal

putty to make the surface even and smooth, 2 coat zinc chromate yellow oxide

primer and 2 coat of enamel paint of approved make, shade and finish over all

the surfaces of the steel sections.

Note: The contractor shall be submit shop/ fabrication drawings based on

construction drawings for approval from the Architect and Engineer in charge.

The fabrication work shall start only after approval of the fabrication drawings

submitted by contractor. Fabrication shall be in a perfect architectural

workmanship manner and as provided in section V & VI of IS 800 & IS

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,

channels, plates etc., including welding, grinding, buffing, polishing and

making curvature (wherever required) and fitting the same with necessary

58 stainless steel nuts and bolts complete, i/c fixing the railing with necessary 495.00 Kg 780.13

accessories & stainless steel dash fasteners , stainless steel bolts etc., of

required size, on the top of the floor or the side of waist slab with suitable

arrangement as per approval of Engineer-in-charge.

1) 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

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

appearance without any extra cost.

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

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

engineer in charge for approval.

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

6) emultion paint quality should be simmiler of - asian paints premium

emulsion, dulux velvet touch, Berger Silk

7) Exterior paint shall be applied over a waterproof primer of approved make,

Applying twoby the Engineer-in-Charge.

coats of putty & two coats of primer of approved brand and

59 manufacture on new wall surface to give an even shade including thoroughly 1,376.35 Smt 40.60

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Wall painting (two coats) with emulsion paint of approved brand and

60 manufacture on undecorated wall surface to give an even shade including 1,376.35 Smt 84.82

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth.

Finishing wall with 100% Acrylic Smooth exterior paint of required shade : Two

or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of

61 exterior primer applied @0.90 litre/10 sqm to give an required shape even 818.88 Smt 162.21

shade after thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials. etc complete

1) All the waterproofing treatment/ work shall be executed through an

approved water-proofing agency of an approved manufacturer. The contractor

shall submit a technical data sheet of each product, which will be used for

2) The contractor shall submit a methodology statement with all details in

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

3) 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.

4) The Contractor shall repair the concrete element 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 nothing

extra shall be payable.

5) 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 system before

and after waterproofing application.

6) The latest technical system/ product shall be adopted at the time of

Providing and laying water proofing treatment on roofs of slabs by applying

cement slurry mixed with water proofing cement compound consisting of

(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm

mixed with water proofing cement compound @ 0.253 kg/sqm.

(b) laying second layer of Fibre glass cloth when the first layer is still green.

Overlaps of joints of fibre cloth should not be less than 10 cm.

(c) third layer of 1.5 mm thickness consisting of slurry of cement @

kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and

coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours

followed by water curing for 48 hours. The entire treatment will be taken upto

30 cm on parapet wall and tucked into groove in parapet all around.

(d) fourth and final layer of china mosaic (which will be paid for separately.

For the purpose of measurement the entire treated surface will be measured.

Providing and laying broken chine mosaic flooring for terrace using 12 mm to

20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain

63 or slope and to be tempered to bring mortar creme out upto surface using 461.00 Smt 779.70

white cement including rounding off junctions and extending them upto 15 cm

along the wall, clearing with water and oxalic acid etc. as directed.

HPL Board Urinal Partition

Providing and fixing urinal partition made of 12mm thick compact HPL (High

Pressure Laminate) board of approved shade and finish, size approximately

450mm x 900mm, supported with stainless steel brackets, clamps and

64 necessary hardware for firm and secure fixing to wall. The partition shall be 1.62 Smt 3,555.20

square or rounded corner type as approved by Engineer-in-Charge, complete

with all fittings, fixtures and accessories including edge polishing and all

labour, materials and tools required for proper completion of work.

Providing and fixing brick cladding on walls using machine-made / hand-

moulded finish bricks of size 220 × 70 × 20 mm, in approved colour and

texture, laid in specified pattern as shown in drawings, fixed over prepared

substrate using approved adhesive / mortar system, including necessary

surface preparation, alignment, levelling, proper joint spacing, pointing,

65 cutting, and finishing to achieve the desired heritage look. The rate shall be 127.33 Smt 3,176.24

measured and paid per square meter of finished surface area and shall be

inclusive of supply of bricks, adhesive/mortar, labour, tools, scaffolding,

transportation, wastage, curing, and all incidental works, complete as directed

by the Engineer-in-Charge.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and forming heritage-style plaster moulding of 380 mm height and

230 mm thickness, executed in cement plaster as per approved drawings and

profiles. The moulding shall be formed by fixing bricks anchored into the

existing wall using nails, at all projecting portions, to create the required

projection and reduce excess plaster thickness, ensuring long-term stability

and durability. The backing wall surface shall be plain, and bricks shall be

66 properly embedded and aligned to achieve the moulding profile as specified. 129.12 Rmt 1,827.99

The work shall include the use of approved binding/bonding chemical, proper

surface preparation, curing, finishing, and all necessary materials and labour.

The rate shall be paid per running meter (Rmt) and shall be inclusive of all

materials, scaffolding, tools, fixing, wastage, and complete execution, with no

extra payment for any item or activity, complete as directed by the Engineer-in-

Providing and forming heritage-style plaster moulding of 150 mm height,

executed in cement plaster over arched windows, including curved profiles, as

per approved drawings and architectural details. The moulding shall be

developed by fixing bricks anchored into the existing wall using nails at

projecting portions to achieve the required shape, minimise excess plaster

thickness, and ensure long-term stability and durability. The backing wall

surface shall be plain, and bricks shall be properly positioned and aligned to

match the arched profile and moulding geometry. The work shall include the

use of approved binding/bonding chemical, proper surface preparation,

shaping, finishing, curing, and all required materials and labour. The rate shall

be paid per running meter (Rmt) and shall be inclusive of all materials,

scaffolding, tools, curved formwork if required, fixing, wastage, and complete

execution, with no extra payment for arches or any associated work, complete

as directed by the Engineer-in-Charge.

Providing and forming heritage-style plaster moulding of 150 mm height,

executed in cement plaster below windows on straight portions, as per

approved drawings and architectural details. The moulding shall be formed by

fixing bricks anchored into the existing wall using nails at projecting portions to

achieve the required profile, reduce excess plaster thickness, and ensure long-

term strength and durability. The backing wall surface shall be plain, and bricks

68 shall be properly aligned to obtain a straight and uniform moulding profile. 36.00 Rmt 1,625.99

The work shall include the use of approved binding/bonding chemical, proper

surface preparation, finishing, curing, and all required materials and labour.

The rate shall be paid per running meter (Rmt) and shall be inclusive of all

materials, scaffolding, tools, fixing, wastage, and complete execution, with no

extra payment for any associated work, complete as directed by the Engineer-

Providing and forming heritage-style plaster moulding of 150 mm height,

executed in cement plaster within the triangular pediment area at the building

entrance, as typically provided in heritage-style architecture, as per approved

drawings and architectural details. The moulding shall be shaped to suit the

triangular profile by fixing bricks anchored into the existing wall using nails at

all projecting portions to achieve the required form, reduce excess plaster

thickness, and ensure long-term strength and durability. The backing wall

69 surface shall be plain, and bricks shall be properly positioned and aligned to 16.92 Rmt 1,967.25

accurately match the triangular geometry. The work shall include the use of

approved binding/bonding chemical, proper surface preparation, shaping,

finishing, curing, and all required materials and labour. The rate shall be paid

per running meter (Rmt) and shall be inclusive of all materials, scaffolding,

tools, fixing, wastage, and complete execution, with no extra payment for

triangular shape or any associated work, complete as directed by the Engineer-

Providing and forming heritage-style decorative pillar finished in cement

plaster, as per approved drawings and reference image, having overall

dimensions of 4200 mm height, 450 mm width, and 150 mm thickness. The

pillar shall be developed by creating the required base, shaft, and capital

profiles using plaster-based architectural detailing, including grooves/flutes

and ornamental features to achieve the heritage appearance. The work shall

70 include proper surface preparation, fixing of backing material where required, 22.00 Nos. 9,742.84

use of approved binding/bonding chemical, accurate alignment, shaping,

finishing, and curing to ensure durability and long-lasting performance. The

rate shall be inclusive of all materials, labour, tools, scaffolding,

transportation, wastage, and complete execution, complete in all respects as

directed by the Engineer-in-Charge, with no extra payment for any detailing or

shape variations.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and forming heritage-style round pillar shaft finished in cement

plaster, as per approved drawings and reference image, having 300 mm

diameter and 4500 mm height. The pillar shaft shall be truly circular and

vertical, developed using plaster work to achieve smooth and uniform heritage

detailing, including flutes/grooves as required. The work shall include proper

surface preparation, fixing of backing support where necessary, use of

approved binding/bonding chemical, accurate centering, shaping, finishing,

and curing to ensure strength, durability, and long-term performance. The rate

shall be inclusive of all materials, labour, tools, scaffolding, transportation,

wastage, and complete execution, complete as directed by the Engineer-in-

Charge, with no extra payment for curvature or workmanship involved in

circular profiles.

Providing and forming heritage-style artistic capital over pillars, executed in

cement mortar, as per approved drawings and reference image, having overall

dimensions of 750 mm height and 450 mm width. The capital shall be

handcrafted to achieve classical heritage detailing, including ornamental

profiles, curves, and decorative elements, to match the architectural intent.

The work shall include proper surface preparation, fixing over the pillar shaft,

72 use of approved binding/bonding chemical, accurate alignment, shaping, 4.00 Nos. 12,573.31

finishing, and curing to ensure durability and long-lasting performance. The

rate shall be inclusive of all materials, skilled labour, tools, scaffolding,

transportation, wastage, and complete artistic execution, complete in all

respects as directed by the Engineer-in-Charge, with no extra payment for

intricate detailing or workmanship involved.

Providing and forming heritage-style circular pillar base in cement mortar,

fixed below a 300 mm diameter round column, as per approved drawings and

reference photograph. The base shall be artistically shaped to match

classical/heritage architectural proportions, including stepped profiles,

moulded edges, and decorative bands as required to achieve the desired

finish. The work shall include proper surface preparation, accurate centering

73 to column axis, use of approved binding/bonding chemical, necessary backing 4.00 Nos. 4,530.69

support, shaping, finishing, and curing to ensure strength, durability, and long-

term performance. The rate shall be inclusive of all materials, skilled labour,

tools, scaffolding, transportation, wastage, and complete execution, complete

in all respects as directed by the Engineer-in-Charge, with no extra payment

for circular shaping, profiling, or detailing.

Providing and forming artistic heritage-style plaster ornamentation in cement

mortar, designed to be fixed and finished within the upper triangular

pediment area, as per approved drawings and reference image. The design

shall include handcrafted decorative motifs, curves, scrolls, and classical

detailing suitable for heritage architecture, accurately shaped to fit the

triangular geometry and architectural proportions. The work shall include

74 proper surface preparation, fixing and anchoring to the backing wall, use of 2.00 Nos. 12,579.09

approved binding/bonding chemical, precise shaping, finishing, and curing to

achieve a sharp, durable, and long-lasting artistic finish. The rate shall be

inclusive of all materials, skilled artistic labour, tools, scaffolding,

transportation, wastage, and complete execution, complete in all respects as

directed by the Engineer-in-Charge, with no extra payment for intricate

detailing, shape, or workmanship involved.

Providing and laying pressed clay tiles (as per approved pattern 20 mm

nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1

75 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid 125.00 Smt 716.85

over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and

finished neat complete.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

1) The subgrade shall be dressed, compacted, and properly levelled.

2) sub-base to be laid in layers, compacted with mechanical compactor to

required density.

3) Proper slope/ camber shall be maintained for drainage.

4) Bedding layer of coarse sand (20–25 mm thick) to be spread evenly, levelled,

5) Paver blocks to be laid in approved pattern, true to line and level, with

uniform joints.

6) Joints to be filled with dry sand, spread and vibrated with plate compactor

until filled completely.

- 7) Edge restraints/ kerbs to be fixed prior to paver laying for stability. - - - -

8) Kerb stones to be laid on cement concrete foundation (as per drawings),

joints filled with mortar, and finished flush.

9) Proper curvature/ alignment to be maintained along roads/ pathways.

10) All materials and samples to be approved by Engineer-in-Charge prior to

11) Rates shall include all labour, materials, machinery, compaction, wastage,

and making good damages.

12) Work shall be carried out in line with approved drawings, specifications,

and instructions of Engineer-in-Charge.

13) Any variation in material/ brand/ thickness shall require prior approval.

Rolling and consolidation of soling including filling in depression which occur

during the process, with power roler 8 tonne to 12 tonne.

Supplying and spreading of graded stone aggregate of following sizes for

77 rolling and W.B.M. including filling the interstices to required camber and 47.97 Cmt 582.58

gradient (2) Hand broken stone aggregate 40 mm to 63 mm size.

Providing and laying 80 mm thick factory made cement concrete interlocking

paver block of M-40 grade made by block making machine with strong

78 vibratory compaction, of approved size, design & shape, laid in required colour 269.97 Smt 752.97

and pattern over and including 50 mm thick compacted bed of coarse sand,

filling the joints with line sand etc. all complete as per the direction of

Engineer-in-charge.

Providing and Laying trimix Controlled cement concrete M-250 finishing

smooth with curing etc. complete including the cost of formwork but exculding

the cost of reinforcement for internal road having thickness of

79 CM.compaction and finishing of road by trimix process surface by using 9.97 Cmt 6,510.87

vaccum dewatering, floater surface vibrator etc.Rate are also inclusive of

Providing and Mixing Plastisizer of approved make.

Painting lines, deashes, arrows, letters etc. on concrete & bituminous surfaces,

80 Air fields and like in two coats with marking paint with any colour, brushing 12.87 Smt 132.37

including cleaning the surface of all dirt, dust and other foreign matter. (i) Over

Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M250 grade

81 concret as per approved design and including excavation for fixing in proper 18.80 Rmt 374.93

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

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete.

1) All plants, shrubs, and trees shall be true to species/ variety, healthy,

disease-free, and approved by the Engineer-in-Charge.

2) Fertilizers, manure, and soil conditioners shall be of standard quality and

free from harmful substances.

3) The topsoil shall be cleared of stones, debris, and weeds; minimum 150 mm

thick good soil to be provided where required.

4) Pits for trees/ shrubs shall be dug to specified size, filled with a mixture of

good earth, manure, and fertilizer.

5) Grass shall be laid in proper line and level with tight joints and compacted

- with roller. - - - -

6) Adequate watering shall be carried out immediately after planting and as

required thereafter.

7) Proper slope and drainage shall be maintained to avoid waterlogging.

8) Contractor shall ensure continuous watering until final handover.

9) Work shall be carried out as per instructions of the Engineer-in-Charge.

10) Rates shall be inclusive of all labour, materials, tools, transport,

scaffolding, and maintenance during defect liability/ maintenance period.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Anti termite treatment of lawn / plant area through premise 30.50% I P. one

83 liter premise diluted in 499 liters water and applying solution @ 1.00 litre 17.68 Sqm 7.63

solution per sqm lawn or bed area. (two application) i/c cost of chemical)and

as per direction of officer-in-charge.

Supplying and stacking of good earth at site including royalty and carriage upto

5 km lead complete.

Supplying and stacking sludge at site including royalty and carriage upto 5 km

Supplying and stacking at site dump manure, compost or other specified

86 fertilizer (as specified in specification) from approved source, and stack 1.59 Cum 293.61

wherever required and as directed by Engineer-in-charge. Screened through

sieve of I.S. designation 16 mm

Mixing earth and sludge or manure in the required proportion specified or

directed by the Officer-in-charge.

Spreading/ filling of sludge, dump manure, good earth/ available excavated

and/ or top layer of plot (as per surface excavation) for all lead (within plot/

88 side area) in required thickness as per direction of Engineer-in-charge (Cost of 5.30 Cum 52.88

sludge, dump manure and / or good earth to be paid in relevant tender item).

Grassing with selection No. 1 Doob grass including watering and maintenance

of the lawn for 30 days or more till the grass forms a thick lawn, free from

89 weeds and fit for mowing including supplying good earth, if needed (good 17.68 Sqm 13.44

earth shall be paid for separately). With grass Turf

Purple Fountain Grass - 1 to 1.5 feet (As per proposed planting palette in

technical specification)

Canna lilly - 1 to 1.5 feet (As per proposed planting palette in technical

1) Pipes and fittings shall be ISI marked and of approved make.

2) Pipes & fittings shall be of specific brands like Supreme Industries Ltd, Prince

Pipes & Fittings Ltd, Finolex Industries Ltd, Astral Limited and other similer

brands as per approval of Engineer-in-Charge.

3) Valves, cocks, traps and fixtures shall be of standard quality and as per

Engineer-in-Charge’s approval.

4) All pipelines shall be laid true to line, level, and properly supported.

5) Concealed lines shall be pressure-tested before plastering/ finishing.

6) Traps and fittings shall be fixed with proper alignment and water seal.

7) Openings and chases for pipes shall be made good after installation.

8) Water supply lines shall be hydraulically tested to required pressure.

9) All rates shall be inclusive of material, labour, scaffolding, cutting, chasing,

testing, and making good.

10) Work shall be carried out strictly as per manufacturer’s instructions and

direction of Engineer-in-Charge.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR

13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water

92 of following dia. nominal bore tube fittings and clamps including making good 19.20 Rmt 170.36

the wall, ceiling and floor etc. complete.[A] 15 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR

13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water

93 of following dia. nominal bore tube fittings and clamps including making good 44.80 Rmt 208.80

the wall, ceiling and floor etc. complete. [B] 20 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR

13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water

94 of following dia. nominal bore tube fittings and clamps including making good 31.50 Rmt 253.83

the wall, ceiling and floor etc. complete. [C] 25 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR

13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water

95 of following dia. nominal bore tube fittings and clamps including making good 56.00 Rmt 338.24

the wall, ceiling and floor etc. complete. [D] 32mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR

13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water

96 of following dia. nominal bore tube fittings and clamps including making good 70.00 Rmt 447.73

the wall, ceiling and floor etc. complete. [E] 40mm.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR

13.5) PIPE having National Sanitation Foundation (NSF) seal for potable water

97 of following dia. nominal bore tube fittings and clamps including making good 75.00 Rmt 660.59

the wall, ceiling and floor etc. complete. [F] 50mm.

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of

98 the following nominal bore, and tube fitting (Earthwork in trenches to be 40.00 Mtr. 725.71

measured and paid for separately)(E) 65mm

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of

99 the following nominal bore, and tube fitting (Earthwork in trenches to be 30.00 Mtr. 426.41

measured and paid for separately)(D) 40mm

Providing and laying in trenches galvanised mild steel tubes (Medium grade) of

100 the following nominal bore, and tube fitting (Earthwork in trenches to be 24.00 Mtr. 282.99

measured and paid for separately) (C) 25mm

101 Providing and fixing brass screw down stop tap.(A) 15mm dia. 16.00 Each 205.83

102 Providing and fixing brass screw down stop tap.(B) 20mm dia. 4.00 Each 223.81

103 Providing and fixing brass screw down stop tap.(C) 25mm dia. 2.00 Each 220.82

Providing and fixing Gun metal check or non-return fullway wheel valve.(A)

Providing and fixing Gun metal check or non-return fullway wheel valve.(B)

Providing and fixing Gun metal check or non-return fullway wheel valve.(C)

Providing and fixing Gun metal check or non-return fullway wheel valve.(D)

Providing and fixing Gun metal check or non-return fullway wheel valve.(E)

Providing and fixing ball cock of approved. quality as

directed.(A) Copper Metal (i) 25mm dia.

Providing and fixing ball cock of approved. quality as

directed.(A) Copper Metal (ii) 50mm dia.

Providing erecting and fixing double coated ISI water tank of required capacity

111 each with all necessary fitting and connection etc. complete on terrace 20,000.00 Ltr 3.95

Providing and fixing wash down wall mounting EWC-P of approved shade,

conforming to Pattern 2 of IS: 2556 (Part -II), with SWR Self it Soil PVC pipe and

plug bend as per specifications; glazed vitreous / Coloured European Water

Closet with Metropole flush valve, connecting PVC 110mm dia soil pipe with

112 PVC coupling, nuts, Ragbolt, Gasket Fitiiing and solid verity heavy duty plastic 6.00 Each 17,405.03

seat cover as per IS-2548, of approved make; hole in walls/slab/beam and

making good etc. complete as per directed by the Engineer's Representative.

W.C Wall Hung : Jaquar, Model No. : CNS-WHT-963UFSM

Metropole flush valve : Jaquar, Model No. : FLV-CHR-1085NG

Providing and fixing of Hand Shower (Health Faucet), with 8mm Dia,1Rmt Long

113 pvc Tube and Wall Hook accessories to .complete the item etc. complete as 6.00 Each 1,838.68

per directed by the Engineer's Representative.

Health Faucet :Jaquar, Model No. : ALD-CHR-565

Providing and fixing White glazed vitreous Oval Wash Basin WALL HUNG, size

560x430x195 mm., with supporting M.S. or C.I. Brackets, necessary pipe

connection up to the outside face of the wall, Waste coupling 32 mm size full

thread with 80 mm height Chrome plated, Bottle trap Chrome plated

Pressmatic Pillar Cock including necessary fittings with wall Flange etc.

114 complete in all respects including cutting and making good the walls etc. 4.00 Each 8,746.74

complete as per directed by the Engineer's Representative.

Wash basin : Jaquar, Model No. : CNS-WHT-811

Waste coupling : Jaquar, Model No. : ALD-CHR-705L130

Bottle trap : Jaquar, Model No. : ALD-CHR-769L300X190

Providing and fixing white vitreous china flat back Urinal of size

385x325x635mm as per IS-2556 (Part-2) with C.I. hangers and pipe to wall with

C.P. flange with AUTO CLOSING CONCEALED Type Urinal flush valve, complete

115 including cutting and making good the walls wherever required etc. complete 3.00 Each 14,069.45

as per directed by the Engineer's Representative.

Urinal :Jaquar, Model No. :URS-WHT-13253N

Urinal Flush valve ,Jaquar, Model No. : PRS-CHR-073

Providing and fixing of Handicap toilet cruse set complete set including EWC,

Flushing cistern, soft close seat cover, twin flush fitting, Washbasin, single

lever basin mixture, wall mounted grab bar, wall mounted hinged handrail,

bottle trap including jointing the trap with soil pipe in cement mortar 1:1 (1

116 cement : 1 fine sand) including providing and fixing plastic seat cover for wash 1.00 Each 50,335.37

down W.C. with C.P. brass hinges and rubber buffers white plastic seat and jet

spray including cutting holes in walls and making good etc. complete as

directed by Engineer In Charge.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing and fixing in position 15 mm C.P. brass bib cock of best quality

117 including cutting and making good the wall where required etc. complete as 16.00 Each 2,624.08

per directed by the Engineer's Representative.

Bib Cock : Jaquar, Model No. : OPP-CHR-15037PM

Providing and fixing 15mm C.P. brass angle valve with wall flange complete,

118 including cutting and making good the wall where required etc. complete as 13.00 Each 1,737.30

per directed by the Engineer's Representative.

Angle Valve :Jaquar, Model No. : OPP-CHR-15053PM

Providing and fixing of C.P. copper connecting pipe 450 mm long and nuts,

washer and brass flange complete, including cutting and making good the wall

119 where required etc. complete as per directed by the Engineer's 13.00 Each 459.55

Representative.

Braided Hose Copper Pipe : :Jaquar, Model No. :ALD-CHR-805B

Providing and fixing Pressmatic Pillar Cock of best quality necessary fittings

with wall Flange etc. complete in all respects including cutting and making

120 good the walls etc. complete as per directed by the Engineer's Representative. 4.00 Each 2,772.91

Pressmatic Pillar Cock : Jaquar, Model No. : PRS-CHR-001

Providing and fixing Long Body Bib Cock with Wall Flange best quality including

121 cutting and making good the wall where required etc. complete as per 6.00 Each 2,494.50

directed by the Engineer's Representative.

Long Body Bib cock : Jaquar Continental, Model No: OPP-CHR-15037PM

Providing and fixing in position best Indian make toilet recessed type paper

holder complete in all respects including cutting and making good the walls

122 etc. complete as per directed by the Engineer's Representative. 6.00 Each 1,585.84

Toilet Paper Holder : Jaquar, Model No. :AHS-CHR-1551

Providing and fixing in position best Indian make C.P. brass twin way QUOTE

and hat hooks fixed into wall with C.P. Brass screws and rawlplugs etc.

123 complete including cutting and making good the walls etc. complete as per 8.00 Each 884.25

directed by the Engineer's Representative.

Twin Way coat Hook: Jaquar, Model No. :ACN-CHR-1161N

Providing and fixing electrical hand dryer, fully automatic type etc. complete as

124 per directed by the Engineer's Representative. 3.00 Each 10,051.50

Hand Dryer : Jaquar, Model No. :HDR-SSF-AK2803D

Providing and fixing C.P. brass liquid soap container of best quality etc.

125 complete as per directed by the Engineer's Representative. 4.00 Each 1,433.76

Liquid Soap Container : Jaquar, Model No. : SDR-WHT-DJ0010F

Providing and fixing of 2 way Single Lever Diverter Mixer including of

Concealed Fitting with Built in Non return Valve , concealed stop cock for hot

and cold water supply controlling with Diverter Handle with Spout and

overhead shower etc. complete as per directed by the Engineer's

126 Representative. Diverter, Make : Jaquar, Model : KUP-CHR-35065NKPM 3.00 Each 15,317.99

Concealed body for Diverter : Jaquar, Model : ALD-CHR-065N Shower head,

Make : Jaquar, Model : OHS-CHR-1757 Shower arm, Make : Jaquar, Model :

SHA-CHR-455L400 Spout, Make : Jaquar, Model : SPJ-CHR-35429PM

Providing & fixing stainless steel recessed type soap dish of approved make.

Including providing & fixing screws, washers, cutting & making good the walls

127 etc. complete as per directed by the Engineer's Representative. 5.00 Each 977.52

Soap Dish : Jaquar, Model No. : ACN-CHR-1131N

Providing and fixing towel rail of approved make including, providing and

128 fixing C.P. brass screws, making holes in walls and making good etc. complete 7.00 Each 1,560.49

as per directed by the Engineer's Representative.

Towel Rail : Jaquar, Model No. : ACN-1111BNM

Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass

129 mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden 5.00 Each 859.41

pluge with C.P. brass screws and washers.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter

130 with jali of the following nominal diameter of self cleansing design with C.I 11.00 Each 600.24

scread down or hinged grating including the cost of cutting and making good

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight

not less than 35Kg.

Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and

painting with two coats of Anti-corrosive paint etc. complete.

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber

and water tight C.I. cover with frame of 300mm x 300mm size (inside) with

133 standard weight.(i) Square mouth traps. (A) 100mm x 100mm size P type. 7.00 Each 1,292.20

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type

B) conforming to IS 13592-1992 with one end plain and other end socketed

with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each other with rubber

lubricant, pipe shall be fixed on wall using of PVC clamp of the size 160 mm

diametre x 210 mm length x 196 mm heigh at every 2000 mm center to center

or shall be concealed in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type

B) conforming to IS 13592-1992 with one end plain and other end socketed

with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each other with rubber

135 lubricant, pipe shall be fixed on wall using of PVC clamp of the size 110 mm 40.00 Rmt 897.79

diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center

or shall be concealed in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Providing laying (to level or slopes) and jointing reinforced concrete Light duty

136 non-pressure pipes I.S. class NP2 of the following internal diameter with 30.00 Rmt 444.62

collars and butt ends prepared for collar joints including testing of joints

complete. (D) 300mm

Providing laying (to level or slopes) and jointing reinforced concrete Light duty

137 non-pressure pipes I.S. class NP2 of the following internal diameter with 65.00 Rmt 805.45

collars and butt ends prepared for collar joints including testing of joints

complete. (E) 450mm

Constructing brick masonry chamber for underground C.I. Inspection chamber

and bends with bricks having crushing strength not less than 35Kg/Cm2 in C.M.

1:5 C.I. cover with frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and

138 Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand 5.00 Ea. 2,932.93

:4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc. complete.(i) Inside

dimensions 455mmx 610mm and 450mm deep for single pipe line.

Constructing brick masonry chamber for underground C.I. Inspection chamber

and bends with bricks having crushing strength not less than 35Kg/Cm2 in C.M.

1:5 C.I. cover with frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and

Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand

:4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc. complete.(ii) Inside

dimensions 500mm x 700 mm and 450mm deep for pipe line with one or two

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm

140 nominal size) finished smooth complete including curing and festing (i) Inside 5.00 Each 11,029.97

size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not less than 128 kgs.

(Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm.

in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre

for 150mm diameter sewer.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm

141 nominal size) finished smooth complete including curing and festing (i) Inside 2.00 Each 19,349.64

size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not less than 128 kgs.

(Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm.

in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre

for 150mm diameter sewer.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Supply, Installation, Testing and Commissioning of Electric driven fire pump

suitable for automatic/manual operation and consisting of following: complete

142 in all respect as required.a) Monoblock pump & DIESEL PUMP SET to ensure a 1.00 No. 70,296.00

minimum pressure of 3.5 kg / sq.cm. at highest and farthest outlet at specified

flow of 900 Lpm at 60 m. head conforming to IS standardS

Supplying, Installation, Testing and Commissioning of Control Panel suitable

for automatic / manual operation of fire fighting pumps consisting

(a)Necessary cabling, wiring, earthing from panel to individual equipment shall

143 be included in the quoted price. (b) Facility for more selections i.e auto or 1.00 Set. 29,088.00

manual. (c) Protection failure and control cabling. (d) interlocking of pressure

switch with pumps (e) soft starter

Supply, Installation, Testing and Commissioning of 150mm dia Pressure Gauge

of range 0-16Kg/cm² conforming to IS-3624 having bourdon tube of stainless

steel 310 in cast aluminium, stove enameled, black, weather proof case with

144 outer, screwed aluminium bezel and complete with necessary U-type stainless 1.00 No. 1,515.00

steel siphon tube and cock including providing suitably painted angle iron

support to the tube etc. as per specification complete as required.

Supply, Installation, Testing and Commissioning of the following sizes of flange

jointed / screwed / welded, M S Pipes of Class C (Hevy class) ISI marked

including accessories such as MS bracket, U clamps with Anchor fasteners, tees

/ elbows / reducers / couplings / unions / bends / flanges etc., and laying on

145 the surface including painting with one coats of anticorrosive primer and one 52.00 Rmt. 1,890.72

coats of approved red enamel paint after laying and testing after Installation

etc. as per specifications complete as required.

Supply, Installation, Testing and Commissioning of the following sizes of flange

jointed / screwed / welded, M S Pipes of Class C (Hevy class) ISI marked

including accessories such as MS bracket, U clamps with Anchor fasteners, tees

/ elbows / reducers / couplings / unions / bends / flanges etc., and laying on

146 the surface including painting with one coats of anticorrosive primer and one 6.00 Rmt. 1,515.00

coats of approved red enamel paint after laying and testing after Installation

etc. as per specifications complete as required.

Supply, installation, testing and commissioning of C.I. Butterfly valve (PN1.6)

147 with flanges, nut bolts, gaskets complete as required. 2.00 Nos. 4,605.60

Supply, Installation, Testing and Commissioning of NON RETURN VALVE. NRV

Supply, installation, testing and commissioning Single Headed Fire Hydrant

Valve with 80mm N.B. flanged inlet, 63mm dia female instantaneous outlet

149 type. S.S. coupling, blank cap, chain, twist release type lug & all accessories 3.00 Nos. 5,454.00

Conforming to IS:5290. Including fixing with supports, flanged tapping from

wet riser, orifice plate complete as required by the Local Fire Authority.

Supply, Installation, Testing and Commissioning of Weather proof Standard MS

Fire Hose Cabinet wall mounting type (450mm x 600mm x 250mm deep)

150 having single opening with necessary locking arrangement by allan key 2.00 Nos. 1,818.00

suitable for housing 1no. hose pipe, 1no. Branch pipe & nozzle spanner.

Supply, installation, testing and commissioning non-percolating rubber

reinforced lined fire Hose pipe (as per IS:636) of 63mm dia and 15mtrs long.

151 The hose shall be rated for burst pressure of 35.7Kg/sqcm. Hose shall be 2.00 Nos. 4,969.20

complete with ISI marked SS male & female coupling (IS:903) bound & riveted

to hose pipe with SS rivets & 1.5mm SS wire.

Supply, Installation, Testing and commissioning of 63 mm dia instantaneous

pattern COM SS short branch pipe, 20mm dia nozzle conforming to IS903,

suitable for inter connection to hose pipe coupling complete as required by

the Local Fire Authority.

Supply, installation, testing and commissioning of First Aid Hose Reel

equipment conforming to IS:884 comprising of hose reel drum, 8 mm shut off

153 nozzle, Rubber hose reel tubing as per IS: 444 of 25 mm dia x 30 mtr. long, 2.00 Nos. 5,211.60

painting, Manual fix type with fixing bracket, anchor fastener, bolts & nuts etc.

complete as required by Local Fire Authority

Supply, installation, testing and commissioning of SS Ball Valve.

Supply, installation, testing and commissioning of Cast lron Two Way Fire

155 Brigade Inlet as per IS:904 having 63mm dia inlet with blank cap and chain with 1.00 No. 5,454.00

necessary fittings, flanges, nut bolts etc. complete as required.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Supply, Installation, Testing and Commissioning of Gun Metal Air Release Valve

with necessary fittings. Size: 25 mm (For Riser)

Supply, installation, testing and commissioning of XLPE insulated copper Cable

157 from each switches to Panel with all necessary accessories. 210.00 Mtrs. 151.50

Providing and fixing of Manual Fire Alarm system as per requirement and

158 specification consisting of following items 3.00 Nos. 969.60

a) Manual call point (FR-Polymer)

Providing and fixing of Manual Fire Alarm system as per requirement and

159 specification consisting of following items 3.00 Nos. 969.60

b) Hooters (FR-Polymer)

Providing and fixing of Manual Fire Alarm system as per requirement and

160 specification consisting of following items 35.00 Mtrs. 181.80

c) Cable & other accessories: C XLPE insulated copper

Providing and fixing of Manual Fire Alarm system as per requirement and

161 specification consisting of following items 1.00 Nos. 7,999.20

d) Manual Fire Alarm Panel

Supply, installation, testing and commissioning of Carbon Dioxide (Co2) type

162 Fire Extinguisher of 4.5 kg confirm to IS:15683, with ISI marked / TAC approved 3.00 Nos. 6,181.20

fitted with required accessories including wall suspension brackets.

Supply, installation, testing and commissioning of ABC type 6 kg confirm to

163 IS:15683, with ISI marked / TAC approved fitted with required accessories 3.00 Nos. 2,181.60

including wall suspension brackets.

164 FSPA AND NOC CHARGE 1.00 Nos. 30,300.00

165 SMOKE DETECTOR 20.00 Nos. 1,696.80

1) All materials shall be ISI marked/ conforming to relevant IS/ IEC standards

and of approved make.

PVC pipes & accessories: Precision, BLP, Vraj or equivalent approved.

Wires/ Cables (FRLS type): RR Kabel, KEI, Polycab.

Cables (power/ control): HMT, Cable Corp, Cablecel or equivalent.

Switchgears: Schneider, Siemens.

DB/ MCB/ RCCB: Schneider, Legrand, Hager.

Switches & accessories: Schneider, Legrand.

Light panels: Crompton, Philips.

Ceiling fans: Crompton, Usha, Havells.

- Exhaust fans: Crompton, Usha, Havells. - - - -

Post-top lamps: Philips, K-Lite, Crompton.

LED flood lights: Crompton, Nissan.

Water cooler: Usha, Blue Star.

Pressure pump: Grundfos.

Cable lugs: Dowells, 3D.

2) All conduits shall be laid in proper alignment, concealed/ surface as per

Instructions, with necessary saddles, junction boxes, bends, tees, and

inspection boxes.

3) Wiring shall be done with proper ferrules/ numbering and lugs. No loose

joints/ taped connections shall be permitted.

4) Switches, sockets, and accessories shall be installed in flush metal boxes/

PVC boxes with proper earthing.

5) Distribution boards shall be properly mounted, dressed, and labelled.

6) Fans, lights, and fixtures shall be installed with necessary supports and

7) All wiring circuits shall be tested for continuity, insulation resistance, and

polarity before energizing.

8) Earthing shall be provided as per IS 3043 with earth electrodes/ pits tested

for resistance ≤ 1 Ohm.

9) All equipment, DBs, panels, and circuits shall be checked for phase

sequence, load balancing, and proper functioning.

10) Contractor shall provide test reports and completion certificate before

11) Work shall be coordinated with other services to avoid clashes.

12) All rates shall be inclusive of supply, installation, testing, commissioning,

scaffolding, cutting/ chasing, and making good.

13) Entire work shall be executed as per relevant IS standards, IE rules, and

direction of Engineer-in-Charge.

14) Any other brand/ make not listed above shall be used only with prior

written permission of the Engineer-in-Charge.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand

copper wires up to 10 mtr length , in below type of pipe erected with 6A

Modular type switch / bell push & accessories and earth continuity of

following type, erected on PVC / Metallic/Wooden box, single mounting base

166 frame covered with textured/metallic/white front plate modules erected on / 136.00 Pt. 493.89

in wall / ceiling as per pipe erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete

PointIIIwiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both

are of .ISI marked 1.1 KV Grade FRLS PVC insulated multi strand copper wires

up to 10 mtr length, in below type of pipe erected with 6A Modular type

switch and hum free EME step type electronic fan regulator mounted and

accessories with earth continuity of following type erected on PVC /

167 Metallic/Wooden box, single mounting base frame covered with 19.00 Pt. 705.99

textured/metallic/white front plate modules erected on / in wall / ceiling as

per pipe erected. with necessary ceiling rose / H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete

Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin

socket erected on PVC / Metallic/Wooden box, single mounting base frame

168 covered with textured / metallic/white front plate modules erected on / in 12.00 Pt. 283.81

wall / ceiling with following type accessories

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up

to 10 mtr length, in below type of pipe erected complete with Modular type

switch & 5 pin Plug erected on PVC / Metallic/Wooden box covered with

appropriate front plate modules erected on / in wall / ceiling as per pipe

169 erected with following type of accessories. 7.00 Pt. 524.19

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby

switchboard/mcb db board

(a) with medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up

to 10 mtr length, in below type of pipe erected complete with Modular type

switch & 5 pin Plug erected on PVC / Metallic/Wooden box covered with

170 appropriate front plate modules erected on / in wall / ceiling as per pipe 5.00 Pt. 788.81

erected with following type of accessories.

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db

(a) with medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire in following type of pipe to be erected

concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS

171 PVC insulated stranded wire of green colour for earth continuity of following 225.00 Mtr. 90.90

(A) With medium class Rigid PVC pipe and accessories

(b) 2 wire 2.5 sq. mm

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire in following type of pipe to be erected in / on

wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC insulated stranded

172 wire of green colour for earth continuity of following size 80.00 Mtr. 124.23

(A) with medium class Rigid PVC pipe and accessories

(a) 2 wire 4 sq. mm

Supplying & erecting approved make LAN cable of following size in existing

173 pipe as per direction 320.00 Mtr. 51.51

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

Watt assembled on single MCPCB, with housing used as a heat sink shall be

made of thick sheet Steel conforming to IS: 513/CRCA/aluminium pressure die

cast powder coated and high U.V. & corrosion resistance with diffuser housed

in aluminium casted body with company mark/name

160V to 270V,Power Factor more than 0.95, THD < 15 %,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed Mount Downlight with provision

for spring loaded mounting clips complete.IP20

(ii) 11-15 watts, Surge-2 KV

Providing & erecting Approved make Ceiling Fan with double ball bearing ISI

mark with Condenser 230 volt A.C.50 Hz 1200 mm sweep complete having

175 blades aluminium body and blade sets having ornamental design shanks , 18.00 Ea. 2,727.00

canopy erected with earthing. [ Make shall be approved by Engineer in Charge]

Supplying & erecting approved make low noise decorative exhaust fan having

176 square frame ABS body with inbuilt lowers & square frame. 4.00 Ea. 2,009.90

200mm with 1350RPM Cat.II

Providing and erecting Sheet Steel powder coated MCB distribution board -

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,

Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate

177 nos. of MCBs.(The DBs should be used of same company of MCB to be used) 1.00 Ea. 1,044.34

(b) sheet steel double door (IP-43)

Providing and erecting Approved make RCCBs conforming to IS: 12640 and

having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and

suitable for operation on 3 phase and neutral 415V,50Hz. having characteristic

178 of quick action & tripping with all advance feature & do not incorporate any 1.00 Ea. 3,585.50

electronic component for following Max. rating erected as directed.

(iii) 63 Amps. FP

Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable

to operate on 240 V A.C. system and having breaking capacity 10 KA to be

179 erected in existing box. confirming to IS 8828/1996 with ISI Mark 13.00 Ea. 131.30

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved

make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-

1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of

mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250

Micron galvanising, connection terminal dia of 14 mm with constant ohmic

value surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover

(A)(approved make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and officer

Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of (B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017,

Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to retain moisture for

long time Necessary test report must be submitted by Agency.

[B] For Electrical installation up to 11 KV located in other than normal soil i.e.

Soft Rock, Marshy Soil etc.

-Length of Pipe : 2 mtr

-Back filling Compound :1 no. Bag of 25 Kg.

181 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 2.00 Kg. 937.28

Providing & erecting water cooler having storage capacity 150 Ltr. & cooling

capacity 150 Ltr.per hour @ an ambient temp of 45˚ C. The outlet temp. of the

water should drop by 15˚C within a hour, The water cooler should be

182 comprising of hermetically sealed compressor, fan motor, condensing unit, 1.00 Ea. 55,045.00

water tank surrounded by evaporating, coil, thermostats, relay etc.complete

with necessary inlet & outlet connection. The body of water cooler will be

made from Stainless Steel.

NAME OF WORK: CONSTRUCTION WORK OF HERITAGE DINING HALL BEHIND TOWN HALL, NEAR RUPAM CHOWK, BHAVNAGAR

NAME OF DOCUMENT: SCHEDULE-B

Rate Total Amount

Rate Total Amount

Item No. Item Description Quantity Unit

Supplying and erecting approved make water filter having outer body of tough

183 polycarbonate with fitter cartridge having filter to trap micro elements with 1.00 Ea. 1,040.30

coupling suitable for erection on pipe line.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps

184 or in existing trench / pipe of following size of cables 100.00 Ea. 161.60

(C) 4 core 10 Sq. mm

Solder less crimping type Aluminium lugs conforming to IS suitable for cable of

following size evenly crimped with high pressure tool & connected to

185 switchgear terminals with brass/cadmium plated nut bolts in an approved 8.00 Ea. 14.14

Providing and, fixing heavy duty flange type brass cable gland with rubber ring

186 for PVC insulated armoured cable complete with out going tails, insulating 2.00 Ea. 43.43

tape etc for following size of cables.

(C) 2 to 4 core 10 Sq. mm

187 2 MP Camera 13.00 Each 3,232.00

188 8CH POE 2.00 Each 4,545.00

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C

Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box

190 having following capacity 1.00 Ea. 868.60

Providing and erecting Sheet Steel powder coated MCB distribution board -

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,

Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate

191 nos. of MCBs.(The DBs should be used of same company of MCB to be used) 1.00 Ea. 741.34

(A) single phase incoming and horizontal single phase outgoing

(b) sheet steel double door (IP-43)

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size

complete to be erected on/in wall or ceiling erected with necessary PVC

192 fittings & Junction boxes fixed with adhesive solution & Clamps with following 200.00 Mtr. 36.36

dia of pipes, in approved manner as directed

Providing & laying approved make Double walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with necessary connecting accessories

193 of same material at required depth in existing trench for laying of cable. below 180.00 Mtr. 72.72

ground / road surface for enclosing cable

(A)50 mm outer dia

Making trench in soft soil of suitable width of 90 cm deep for laying cable or

194 locating the fault all over the run and back filling the same and making the 100.00 Mtr. 54.54

surface as normal ground.

PGVCL lisening work for getting 3 phase power connection including payment

of fq and all other charges on behalf of commissioner BMC.

Total Amount Without GST :-

Total Amount Without GST :-