Control room building extension of (02 Span) at 66KV Narali S/S, under Dhrangadhra AM Division

Name of Work:- Control room building extension of (02 Span) with electrification, Renovation of existing

building,Yard PCC, Metal Spreading, GP2 Grouting, RCC Road & other misc civil works at 66KV Narali S/S,

under Dhrangadhra AM Division of Surendranagar Circle.

SN Description Qty Unit Rate Amount

1 Dismantling the B.B./Bella /U.C.R. masonry work in C.M. or L.M. 17.00 Cmt 531.00

including scaffolding and throwing away the dismantled stuff

with all lead & stacking of the useable material etc., complete as

directed by E.I.C.

2 Dismantling the C.C. or R.C.C work for foundation and building 11.00 Cmt 1021.00

work and throwing / Stacking the dismantled stuff as directed

with all lead, dressing etc. complete as directed by E.I.C.

3 Removing existing plasterwork including scaffolding & 935.00 Smt 19.00

throwing the stuff to all lead etc. complete as directed by E.I.C.

4 Excavation for foundation with manual labour in trenches up 123.00 Cmt 259.00

to 1.5m depth including refilling trenches, sorting out and

stacking of useful materials and disposing of the extra

excavated stuff up to any lead inside or outside premises

incl.spreading,leveling, compacting etc. as per directive of EIC.

for Dense or Hard Soil

Note: Backfilling Consolidation shall be done by spring vibratory

earth compaction machine of 5 ton capacity.

5 Excavation for foundation with manual labour in trenches up 1.00 Cmt 443.00

to 1.5m depth including refilling trenches, sorting out and

stacking of useful materials and disposing of the extra

excavated stuff up to any lead inside or outside premises

incl.spreading,leveling, compacting etc. as per directive of EIC.

for Hard Murrum

Note: Backfilling Consolidation shall be done by spring vibratory

earth compaction machine of 5 ton capacity.

6 Excavation for foundation with manual labour in trenches up 1.00 Cmt 503.00

to 1.5m depth including refilling trenches, sorting out and

stacking of useful materials and disposing of the extra

excavated stuff up to any lead inside or outside premises

incl.spreading,leveling, compacting etc. as per directive of EIC.

Note: Backfilling Consolidation shall be done by spring vibratory

earth compaction machine of 5 ton capacity.

7 Excavation for foundation for depth from 1.5 m to 3.0 m 14.00 Cmt 280.00

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto any lead.(B) Dense or

Note: Backfilling Consolidation shall be done by spring vibratory

earth compaction machine of 5 ton capacity.

8 Excavation for foundation for depth from 1.5 m to 3.0 m 5.00 Cmt 474.00

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(C) Hard

Note:Backfilling Consolidation shall be done by spring vibratory

earth compaction machine of 5 ton capacity.

9 Excavation for foundation for depth from 1.5 m to 3.0 m 1.00 Cmt 524.00

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (D) Soft

rock not requiring Blasting

Note:Backfilling Consolidation shall be done by spring vibratory

earth compaction machine of 5 ton capacity.

10 Excavation for foundation from 1.5m to 3.0m depth including 1.00 Cmt 989.00

sorting out and stacking of useful materials,backfilling the

trenches and disposing of the excavated stuff up to any lead. in

Hard Rock. Excecuted with mannual labour

Note:Backfilling Consolidation shall be done by spring vibratory

earth compaction machine of 5 ton capacity.

11 Filling in plinth/trenches & yard with murrum or selected soil in 28.00 Cmt 279.00

layers not exceeding 200 mm, thick layers including watering,

ramming, consolidating etc., complete as directed by EIC. with

yellow earth/murrum of approved quality brought from out side.

1.In case 8T to 10T roller is not possible to approach in that

case Consolidation shall be done by spring vibratory earth

compaction machine of 5 ton capacity. )

12 Filling in plinth with Sand/quarry dust in yard including spreading 4.00 Cmt 421.00

/ in under floors including watering, ramming, consolidating and

dressing etc. complete.

Note: Before and after layingsand, consolidation shall be done

by spring / plate vibratory earth compaction machine of 5 ton

13 Providing and laying cement concrete 1:4:8(1 Cement : 4 72.00 Cmt 2605.00

Coarse sand and : 8 black crushed stone aggregate 40mm

nominal size ) and curing complete- Foundation and plinth.

Note:Before laying PCC, Consolidation shall be done by spring

vibratory / power roller earth compaction machine of 5 ton

14 Providing & laying control cement concrete M-20 as per mix 4.00 Cmt 3892.00

design exposed work with curing etc. complete excluding the

cost of ply wood form work & adjustable tubular steel supports /

Props. and the cost of reinforcement.G.F+FF & Staircase -For

Footing base of col.,foundation & mass concrete.

1. Date of casting shall be mentioned and curing with Jute bag

shall be done for 10 days.

2. The plywood is so fixed on to the timber or steel framework

that it gives a flush surface on the inside.

3. Ensure all joints are sealed tight with tap or PU foam.

4. Ensure concrete or PVC cover blocks are placed on all sides

15 Providing & laying control cement concrete M-25 as per mix 9.00 Cmt 4173.00

design exposed work with curing etc. complete excluding the

cost of ply wood form work & adjustable tubular steel supports /

Props. and the cost of reinforcement.G.F+FF & Staircase -For

Footing base of col.,foundation & mass concrete.

1. Date of casting shall be mentioned and curing with Jute bag

shall be done for 10 days.

2. The plywood is so fixed on to the timber or steel framework

that it gives a flush surface on the inside.

3. Ensure all joints are sealed tight with tap or PU foam.

4. Ensure concrete or PVC cover blocks are placed on all sides

16 Providing & laying control cement concrete M-25 as per mix 6.00 Cmt 10164.00

design exposed work with curing etc. complete Including the

cost of plywood form work & adjustable tubular steel supports /

Props. but excluding the cost of reinforcement.G.F+FF &

Staircase For Column

1. Date of casting shall be mentioned and curing with Jute bag

shall be done for 10 days.

2. Ensure all joints are sealed tight with tap or PU foam.

3. Ensure concrete or PVC cover blocks are placed on all sides.

17 Providing & laying control cement concrete M-25 as per mix 10.00 Cmt 7972.00

design exposed work with curing etc. complete Including the

cost of plywood form work & adjustable tubular steel supports /

Props. but excluding the cost of reinforcement.G.F+FF &

Staircase. -For Beam

1. Date of casting shall be mentioned and curing with Jute bag

shall be done for 10 days.

2. Ensure all joints are sealed tight with tap or PU foam.

3. Ensure concrete or PVC cover blocks are placed on all sides.

18 Providing & laying control cement concrete M-25 as per mix 8.00 Cmt 8770.00

design exposed work with curing etc. complete Including the

cost of plywood form work & adjustable tubular steel supports /

Props. but excluding the cost of reinforcement.G.F+FF &

Staircase. -For Walls

1. Date of casting shall be mentioned and curing with Jute bag

shall be done for 10 days.

2. The plywood is to be fixed on to the timber or steel framework

that it gives a flush surface on the inside.

3. Ensure all joints are sealed tight with tap or PU foam.

4. Ensure concrete or PVC cover blocks are placed on all sides

19 Providing & laying control cement concrete M-25 as per mix 15.00 Cmt 8753.00

design exposed work with curing etc. complete Including the

cost of plywood form work & adjustable tubular steel supports /

Props. but excluding the cost of reinforcement.G.F+FF &

Staircase. -For Sill, Lintel, Chhajjah, Slab

1. Date of casting shall be mentioned and curing with Jute bag

shall be done for 10 days. For slab, pond curing shall be done

2. Ensure all joints are sealed tight with tap or PU foam.

3. Ensure concrete or PVC cover blocks are placed on all sides

20 Providing & Fixing in position as per approved drawing TMT 8000.00 KG 75.46

reinforcement bars confirmong to IS 1786- FE

500/500D/550/550D in RCC work including Cutting,bending,

threading, coupling, binding, with 16 gauge annealed wire, rust

prevention and rust removal by laser method or as directed etc

for bars as per IS requirenment and placing in position etc.

completed for RCC work. etc completed as directed by EIC.

21 Providing form work of ply wood shuttering so as to give a 22.00 Smt 267.00

smooth exposed finish including centering (adjustable tubular

steel supports). Shuttering strutting and propping etc. for any

height of propping and centering below supporting floor to

ceiling , and removal of the same for reinforced concrete and

plain concrete. for Footings , foundations and pedestal

Note:Ensure all joints are sealed tight with tap or PU foam.

22 Providing Precast concrete block masonry (including quoin 41.00 Cmt 3600.00

blocks Jamb blocks, closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1cement :

course sand : 6 graded stone aggregates of 20 mm and down

gauge) in foundation and plinth in cement mortar. 1:6.

1. Testing certificate requires to be submitted.

2. Wetting of blocks requires for 03 to 24 hours before laying.

3. Racking out of joints for 12mm shall be done.

4. Curing of mortar joints shall commennced from 12 hours of

laying and shall be done till 7 days.

23 Providing Precast concrete block masonry (including quoin 16.00 Cmt 3865.00

blocks Jamb blocks, closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1cement :

course sand : 6 graded stone aggregates of 20 mm and down

gauge) in superstructure above plinth up to floor two level in

cement mortar.1:6

1. Testing certificate requires to be submitted.

2. Wetting of blocks requires for 03 to 24 hours before laying.

3. Racking out of joints for 12mm shall be done.

4. Curing of mortar joints shall commennced from 12 hours of

laying and shall be done till 7 days.

24 Providing Precast concrete block masonry in partition walls 10 10.00 Smt 648.00

cm. thick with solid block of approved size (including quoin

blocks, closet etc.) made of c.c. 1:3:6 (1cement : 3 coarse sand

: 6 graded stone aggregate 20 mm. and down gauge.)(A) In

1. Testing certificate requires to be submitted.

2. Wetting of blocks requires for 03 to 24 hours before laying.

3. Racking out of joints for 12mm shall be done.

4. Curing of mortar joints shall commennced from 12 hours of

laying and shall be done till 7 days.

25 Providing and applying 15 mm thick chemical plaster to the 275.00 Smt 276.00

ceiling/Slab using Self curing special ready plast (Ready mix

plaster) of Ultratech, Fosroc, Megicrete, JSW cement,Walplast

or Equivalent brand as per following steps:Step: 1 Cleaning:

Clean the surface from dirt, oil and foreign material with brush or

water jet. Clean efflorescence of the salts by scrubbing.

Concrete surface shall be hacked.Step: 2 Glass Fibre / wire

mesh : All concrete & Block joints must be covered with a glass

fibre / wire mesh. (Which will be paid separately)Step 3: Pre

wetting: Dampen the Surface.Step 4 : Mix preparation: In 6-7

litter of potable water add 40kg ready mix mortar. and leave fto

slake for 10 min. Then Machine mixing shall be done for 5-10

min.Step 5 : Dash Coat : A Dash coat mixture should be thrown

on wall.Step 6 : 1st Coat: A dot means patch of plaster of size

15 cm X 15 cm and having thickness of about 10 mm or

proposed thickness of base coat shall be laid at every 2m X 2m

grid. Apply 1st coat of 8-10mm thick. The surface shall be left

rough and furrowed 2 mm deep with a scratching tool diagonally

both ways, to form key for the subsequent coat. Step 7 : 2nd

coat : Each coat shall be kept damp till subsequent coat is

applied. It shall be carried out preferably within 48hours of the

previous coat. Second coat of 6-8mm thick shall be

applied.complete as directed by the in-charge engineer.

26 Providing 15mm thick sand face plaster on masonry / bela / 561.00 Smt 295.00

concrete wall using special ready mix plaster Ultratech,

Fosroc, Megicrete, JSW cement,Walplast or Equivalent brand

as per following steps:

Step: 1 Cleaning: Clean the surface from dirt, oil and foreign

material with brush or water jet. Clean efflorescence of the salts

by scrubbing. Concrete surface shall be hacked.

Step: 2 Glass Fibre / wire mesh : All concrete & Block joints

must be covered with a glass fibre / wire mesh. (Which will be

paid separately)

Step 3: Pre wetting: Dampen the Surface.

Step 4 : Mix preparation: In 6-7 litter of potable water add 40kg

ready mix mortar. and leave fto slake for 10 min. Then Machine

mixing shall be done for 5-10 min.

Step 5 : Dash Coat : A Dash coat mixture should be thrown on

Step 6 : 1st Coat: A dot means patch of plaster of size 15 cm X

15 cm and having thickness of about 10 mm or proposed

thickness of base coat shall be laid at every 2m X 2m grid.

Apply 1st coat of 8-10mm thick. The surface shall be left rough

and furrowed 2 mm deep with a scratching tool diagonally both

ways, to form key for the subsequent coat.

Step 7 : 2nd coat : Each coat shall be kept damp till

subsequent coat is applied. It shall be carried out preferably

within 48hours of the previous coat. Second coat of 6-8mm thick

shall be applied.

Step: 8 : Curing: Curing for minimum 7days shall be carried out

with minimum 3 times a day.

complete as directed by the in-charge engineer.

27 Providing and applying 20 mm thick ready-mix plaster with 459.00 Smt 402.00

two or more coat to the masonry wall/bela/concrete wall/ceiling

up to any height using special ready mix mortar of Ascolite,

Weberpremix SP 7, Ultratech, Fosroc, Megicrete, JSW cement

or Equivalent brandas per following steps:

Step: 1 Cleaning: Clean the surface from dirt, oil and foreign

material with brush or water jet. Clean efflorescence of the salts

by scrubbing. Concrete surface shall be hacked.

Step: 2 Glass Fibre / wire mesh : All concrete & Block joints

must be covered with a glass fibre / wire mesh. (which will be

paid separately.

Step 3: Pre wetting: Dampen the Surface.

Step 4 : Mix preparation: In 6-7 litter of potable water add 40kg

ready mix mortar. and leave fto slake for 10 min. Then Machine

mixing shall be done for 5-10 min.

Step 5 : Dash Coat : A Dash coat mixture should be thrown on

Step 6 : 1st Coat: A dot means patch of plaster of size 15 cm X

15 cm and having thickness of about 15 mm or proposed

thickness of base coat shall be laid at every 2m X 2m grid.

Apply 1st coat of 10-15 mm thick. The surface shall be left

rough and furrowed 2 mm deep with a scratching tool diagonally

both ways, to form key for the subsequent coat.

Step 7 : 2nd coat : Each coat shall be kept damp till subsequent

coat is applied. It shall be carried out preferably within 48hours

of the previous coat. Second coat of 8-10mm thick shall be

Step: 8 : Curing: Curing for minimum 7days shall be carried out

with minimum 3 times a day.

complete as directed by the in-charge engineer.

28 Providing cement vata (10cmx10cm size) quarter round in 32.00 Rmt 23.00

cement mortar 1:1 including neat cement finishing watering etc.

29 Providing and laying approved quality polished Kotah stone slab 76.00 Smt 1110.00

(25mm th. 600mm x 600mm in size) flooring including using

35x25mm approved quality machine cut, marble strip over

20mm (average) thick base of cement mortar 1:6 (1 cement :

course sand or L.M. 1:1.5 laid over and jointed with grey cement

slurry including rubbing and mirror polishing using polishing

machine with grinding six emery's of different no. including using

special chemical powder for polishing including white cement

coating two times during polishing for filling up minute holes or

cracks in joints etc. complete.

30 Providing and laying polished Kota stone slab 25 mm th. in 23.00 Smt 1046.00

risers of steps, Dedo and sills laid on 10 mm thick CM 1:3 &

jointed with grey cement slurry including rubbing and polishing

31 Providing & fixing 18 gauge wire mesh jali having a width of 187.00 Smt 184.00

200 to 300 mm with nails before finishing the surface with

plaster. The item includes providing necessary scaffolding also)

32 Providing & applying two coats of Birla or Asian actrylic lappy 635.00 Smt 40.00

(putty) and two coats of primer of approved brand and

manufacture on new wall surface to give an even shade

including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth.

33 Providing and applying distempering (three coats) with acralic 677.00 Smt 118.00

based distemper of approved brand and manufacture and of

required shade on undercoated wall surface to give an even

shade over and including a priming coat with distemper primer

of approved brand and manufacture after thoroughly brushing

the surface free from mortar droppings and other foreign matter

and also including preparing the surface even and sand

papered smooth. Minimum 03 year warranty certificate to be

taken from paint brand.

(Note: Before making final payment to agency warranty

certificate from the original manufacture for specific project on

the name of agency must be collected.)

34 Providing and applying (Two coats) of weather proof 2147.00 Smt 113.00

exterior emulision APOCOLITE APEX or its euqi. ACRYLIC

EXTERIOR paint on exiting plastered surface or approved make

& shade including finishing & thinning as per manufacture’s

instruction A gap of 6 hrs.should be given between

subsequent coats.The work should be carried out strictly as per

manufacture’s specification and requirement comp.As directed

by EIC. Minimum 05 year warranty certificate to be taken from

(Note: Before making final payment to agency warranty

certificate from the original manufacture for specific project on

the name of agency must be collected.)

35 Providing & applying 1 coat of Dr. Fixit, Asian Paints, Berger or 621.00 Smt 76.00

Equivalent brand Damp Proof material on existing plastered

surface or approved make & shade, including finishing &

thinning as per manufacturer’s instruction. The work should be

carried out strictly as per the manufacturer's specification and

requirement comp. as directed by EIC. (Note: Before making

final payment to agency warranty certificate from the original

manufacture for specific project on the name of agency must be

36 Providing and fixing window having extruded aluminium 14.00 Smt 2885.00

20micron thick colour anodized section frame main outer size

63.50x38.10x1.95mm (of Jindal Section no:4605, @ wt

1.094Kg/Rmt), horizontal two track member size 61.85mm x

31.75mm x 1.20mm(of Jindal Section mo: 8687 @ wt of

Kg/mt), vertical member of size 61.85mm x 31.75mm

x1.30mm(of Jindal section no: 8758 @ wt of 0.659 Kg /mt) with

Sliding Shutters of horizontal member Size 40mm x 18mm x

1.29mm(of Jindal section no: 8949 @ wt of 0.456Kf/mt), vertical

member of size 40mm x 18mm x 1.29mm (of Jindal Section:

8947 @ wt 0.457 Kg/mt, section 8948 @ 0.457kG/mt) with

mm thick transparent bronze colour/white tinted float glass

with aluminium fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc. complete for

37 Providing and fixing fully glazed / partly glazed double leaf 20 4.00 Smt 3825.00

micron thick anodized aluminium door with following listed

extruded section manufactured by Jindal Aluminium Ltd. & other

accessories, the Alluminium sections are of HE9WP Group:

(1) with door outer frame section of 63.5 x 38.1 x 3.18 mm thick

weighing 1.777 kg/rmt (J4605) (2) Door shutter vertical style

(meeting style) of 53.7 x 44.45 x 2.30mm thickness (J4537)

weighing 1.238 Kg/m (3) Hinge side 53.7 x 44.45 x 2.30mm

thickness (J4540) weighing 1.173 Kg/Rmt 4) Bottom rail of size

150 x 44.45 x 2.40mm thickness (J4538) weighing

Kg/Rmt (5) Lock rail of size 150 x 44.45 x 2.40mm thickness

(J4538) weighing 2.376 Kg/Rmt (6) Top rail of size 47.62 x

44.45 x 3.18mm thickness(J4506) weighing 1.501 Kg/Rmt (7)

Ventilator middle member (if required) 49.91 x 44.45 x 3.00mm

thickness (J4621) weighing 1.495 Kg/ Rmt (8) Aluminium handle

127.00 x 37 x 3.65mm thickness (J4483) weighing 1.912 Kg/No.

(9) Tower bolt 250mm long (J4954) (10) Aluminium bending

mortice lock (J4420) )11) Top panel using 6.0mm thick Triveni

or Modi or Saint Gobain make float glass fixed with PVC Clear

gasket (12) Bottom panel using 12mm thick exterior grade

prelaminated particle board of make approved by the Engineer -

in - Charge (for partly glazed door) fixed with virgin PVC clear

gasket 13) Door Closer of make approved by the Engineer - in -

Charge with all other required fixtures and fastening of colour

anodized with aluminium beading, with all labours and materials

etc.complete as directed by EIC. Aluminium section user for

fixing hinges, door closer, etc. shall be filled with country teak

wood to receive screws.

38 Providing & fixing MS Grill of approved quality & design as 918.00 Kg 109.00

directed with including welding or bolted fixtures and fastening.

M.S. Flat hold fasts etc. with 3 coats of oil painting of approved

shade & tint with one coat of yellow zinc primer etc. complete as

directed by EIC.

39 Providing & fixing M.S. cover for cable trench in control room 4.00 Smt 5228.00

made from 14 Gauge M.S. Sheet having M.S. Angle frame

alround of 40 X 40 X 5mm. size and cover shutter frame of

angle 30 x 30 x 5 mm size & 2 supports at middle including oil

painting of 3 coats of approved shade and 1 coat of yellow zinc

primer & make & providing 2 handles of 8mm. dia. M.S. bar as

per instruction etc., complete as directed by E.I.C.

40 Providing and fixing approved quality rolling shutters of 15.00 Smt 4272.00

approved make and made with gear operated type with crane

handle as per IS 6248 -1979 having 18 gauge sheet thickness

and 80mm wide M.S. Laths interlocked together through their

entire length and jointed together at the ends by end locks

mounted on specially designed pipe shaft with bracket plates

guide channels and arrangements for inside locking with push

pull operation complete including the cost of hood cover with

one coat of yellow zinc primer followed by 3 coats of oil painting

of approved shade & tint etc. complete as directed by E.I.C (The

measurement shall be paid for wall opening plus drum only) -

Shutter having width below 3.5 meter.

41 Providing and fixing Sign Board made out of 2 mm Aluminium/ 1.00 No 11683.00

ACP sheet of size 120 x 90 cms as per design given by EIC, pre

trated with phospheting process and acid etching, coated with

one coat of epoxy primer and two coats of best qualift epoxy

paint, reflectorised with retro reflective sheeting as per lates

M.O.S.T specifications. Latters and numerals should be as per

IRC 30-1968, 3.1m long stand post and frame may be erected

from 50 x 50 x 5mm or 75 x 75 x 6 mm as required and painted

with best quality epoxy coatings. The details of symbols or

inscription / numerals for board shall be as per instruction of

EIC. The fixing at site shall be in 1:2:4 CC block of size 45 x

x 60 cm for each leg including excavation concreting curing etc

complete under supervision of EIC.

42 Providing & fixing to ceiling and floor 6.00 Kg/SqCm FINOLEX 60.00 Rmt 199.00

OR its equivalent rigid PVC pipes of the following out side

diameter, wall cleaps,etc including necessary fittings like

bend,shoes,Y,Tee,etc including testing of pipes and jointed with

adhesive solvent cement including cost of all materials making

good wall celling and floor.. For 90 mm O.D.

43 Providing & fixing pre-cast Rubber Dye inter locking concrete 164.00 Smt 694.00

block 60 mm thick with grade of concrete blck 60 mm thick with

grade of concrete M300 pnumatic compressed by mechanically

pressed and as per approved design including 75 mm sand

layer for leveling and filling the joint with sand in proper line and

level etc complete.

44 Providing & laying water proofing treatment on terrace including 263.00 Smt 678.00

applying neat cement slurry 2.75 kg./sq.mt. on cement admixed

with water proofing component after cleaning the surface,

Laying cement concrete with brick bat 75mm to 100mm thick

with 50% of C.M. 1:5 admixed with water proofing component

over 20mm thick layer of C.M. 1:5 to required slope including

ramming at junction of wall and slab, after two days of proper

curing applying a second coat of cement slurry, finished the

surface with 20mm thick C.M. 1:4 china mosaic flooring and

finally finishing the surface with trowel with white cement slurry

after finishing the whole terrace shall be flooded 75mm deep

with water for a period of two weeks. The contractor shall

submit performance guarantee of the waterproofing item at the

rate of 20% of cost of item of work order in the form of DD/BG of

Schedule Bank / Nationalised Bank in favour of GETCO (A/c

Agency) for a period of 5 years from actual date of completion of

work stamp paper of appropriate value in approved format of

45 Providing & supporting the existing slab of control room / 32.00 Smt 252.00

building with wooden steel pipe supports to carry full load of

slab so as to make free the loading over the existing walls for

special repairs to be carried out in relevant items including

carting, removing etc., complete as per the instruction of the

E.I.C. ( Support should not be remove till the main job of work is

over and after permission of Engineer In Charge). Payment

shall be made after completion of main job and removal of

support from the work etc., complete.

46 Dismantling sanitary fittings like wash basin, W.C. pan, Indian 4.00 No 391.00

and European type flushing tank etc. including stacking the

materials with all lead and lift.

47 Dismentaling tiled of stone floors laid in mortar including 24.00 Smt 46.00

stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift.

48 Providing and laying color glazed tiles-JOHNSON / KAJARIA / 50.00 Smt 1403.00

NITTCO or its equivalent make 8 to 10 mm thick in flooring &

Dedo laid on bed of 12mm thick cement mortar 1:3 (1 cement :

3 course sand) & fixing the same in cement & providing 12mm

thick back coating of cement plaster in CM 1:3 for base, filling

the joints with white/color cement neatly finishing the joints

curing etc. complete.

49 Providing & applying 2 coats of approved quality oil painting on 14.00 Smt 95.00

previously painted steel and other metal surfaces with approved

quality and shade enamel paint, including all brushing to give an

even shade including cleaning the surface of all dirt, dust and

other foreign matter as directed by Engineer In Charge.

50 Providing and applying of polymer plaster of Sikka Top F 122 56.00 Smt 1653.00

polymer modified repair mortar or its equivalent to repair RCC

Slab etc elements inclusive of surface preparation by removal of

all disintegrated materials, reinforcement in any, cleaning the

concrete surface with metal wire brush, exposing the surface of

reinforcement and applying two coat of Alkaline Rust Converter

of approved quality and brand @ 10 m2/Ltr/Coat followed by

one coat of Migratory Corrosion inhibitor of approved quality and

brand @ 4 m2/Ltr/Coat to arrest the corrosion in embedded

concrete. (The rust converter shall be alkaline in nature and its

PH shall be around 8.5), Applying two coats of interpenetreting

polymer network of approved quality @ 5 m2/Ltr/Co at rebar

coating to the exposed reinforcement and then applying of Sikka

Top F 122 polymer based ready to use mortar or its equivalent

and fininshing the surface as per actual thickness required as

per manufracture specification & engineer's instruction, item

Includes transportation of men, material, testing and use of

materials as per manufacturer specification & required

machinaries, scaffolding, making working platform etc

completed as directed by Engineer In Charge.

51 Sealing of the cracks, voids in masonry and porous concrete by 140.00 Liter 138.00

injecting polymer modified cementious grout under a pressure of grout

4-8 kg/cm2 including providing nozzles/ nipples of appropriate

length, drilling of holes, inserting and fixing of nozzles/ nipples

with approved fixing compound or epoxy putty in beams,

columns, slabs etc. subsequently cutting/removal of nozzles/

nipples as necessary after completion of grouting as per

technical specification including MORT & H specifications

section 2800 and 2806 inclusive of all labour, materials,

equipment etc. complete as per instruction of Engineer in

charge cement grout.

52 Providing and fixing PVC nozzles @ maximum 300 mm c/c 50.00 Rmt 430.00

along with crack by drilling 16 mm dia. hole upto 150 mm depth

and fixing nozzles by using epoxy putty. Rest of the crack length

to be cut out in a V shape groove of 12 mm width and 12 mm

depth, after cleaning by wire brush and air jet / water jet seal the

crack by applying epoxy putty to receive grouting material.

53 Providing and fixing approved quality PVC SWR Nahani trap 5.00 No 542.00

IS 14735 for drain 75/100 mm diameter with jaliwith self

cleaning design with CI scread down or hinged grating including

the cost of cutting with additional aluminum perforated jali cover

& Pipe outside the wall with plug, bend, and making good the

walls etc. complete as directed by E.I.C.

54 Providing and fixing approved quality S.W. gully trap with C.I. 2.00 Rmt 1235.00

Grating, brick masonry chamber and water tight C.I. cover with

frame of 300 mm x 300 mm size (inside) with standard weight.

(B) 150 mm x 100mm size P or R type.

55 Providing & laying approved quality `A' Class R.C.C. hume pipe 36.00 Rmt 236.00

including necessary excavation up to required depth, refilling the

trenches, laying 150mm.thick C.C.(1:4:8) below joints up to half

the height of joints making water tight joints in C.M.(1:1) curing

etc., complete as directed by E.I.C. NP2 150mm.dia. Pipe

Note: Testing certificate shall be submitted.

56 Providing & applying 3 coats of ACID/ALKALI resisting paint of 40.00 Smt 118.00

approved shade & make to wall, ceiling including filling putty

smoothing the surfaces scaffolding etc. complete as directed by

57 Providing and fixing approved quality ORISSA PAN water closet 2.00 No 1502.00

squatting pan size 580mm including providing and fixing

100mm size P or S trap jointing tap with the pan and soil waste

pipe and with G.I. inlet connection for flush pipe with W.C. pan

and chromium plated brass half turn flush cock of approved

quality of 25mm dia etc. complete.

58 Providing and fixing approved quality wash basin of size 2.00 No 2203.00

550x400mm flat back with single hold pillar tap with C.I. or

M.S. brackets painted white / colour including cutting holes and

making good the hole including pillar tap, stop cock, PVC

connection and PVC waste pipe to be concealed with S.S. bottle

trap, etc complete.

59 Providing and fixing urinal of approved quality including 1.00 No 1539.00

connection with trap and with integral longitudinal flush pipe

concealed outlet (A) squaring plate pattern white earthenware

60 Providing laying and joining in true line and level UPVC pipe 25.00 Rmt 72.00

(SCH-40) including fittings of PRINCE/ SUPRIME/ ASTRAL/

FINOLEX or equivelent make or as approved by EIC.Pipe shall

be fixed on the wall with the help of clamp at every 1000mm c/c

or shall be concilled or necessary excavation in trenches as

directed including necessary fittings including testing of pipe and

joints and fixing the same with adhesive solvant,including cost

of all materials and necessary refilling the trenches,dressing etc

complete. but for 15mm pipe.

61 Providing laying and joining in true line and level UPVC pipe 25.00 Rmt 91.00

(SCH-40) including fittings of PRINCE/ SUPRIME/ ASTRAL/

FINOLEX or equivelent make or as approved by EIC.Pipe shall

be fixed on the wall with the help of clamp at every 1000mm c/c

or shall be concilled or necessary excavation in trenches as

directed including necessary fittings including testing of pipe and

joints and fixing the same with adhesive solvant,including cost

of all materials and necessary refilling the trenches,dressing etc

complete. but for 25mm pipe.

62 Providing laying and joining in true line and level UPVC pipe 25.00 Rmt 147.00

(SCH-40) including fittings of PRINCE/ SUPRIME/ ASTRAL/

FINOLEX or equivelent make or as approved by EIC.Pipe shall

be fixed on the wall with the help of clamp at every 1000mm c/c

or shall be concilled or necessary excavation in trenches as

directed including necessary fittings including testing of pipe and

joints and fixing the same with adhesive solvant,including cost

of all materials and necessary refilling the trenches,dressing etc

complete. but for 40 mm pipe.

63 Providing & fixing FINOLEX brand or equivalent approved 8.00 Rmt 179.00

quality 4kg/cm2 rigid P.V.C. pipe for rain water including

necessary fittings like bends, shoe, cowl etc. & fixing the pipes

to the wall in plumb by means of GI / SS Step bracket of at 1 to

1.2 meter distance, filling the joints with approved solution

complete as directed by E.I.C. - 100 mm Dia.

64 Providing and laying (two level or slopes) and jointing with stiff 35.00 Rmt 209.00

mixture of cement mortar in proportion 1:1 salt glazed

stoneware pipe including excavation, laying, jointing, backfilling

and testing etc. complete.- 100 mm dia

65 Providing & laying rigid 10 kg/cm2 PVC drainage pipe 75mm 15.00 Rmt 160.00

dia. including necessary fittings like bend, tee,Y bend plug etc.

fixed with wall by means of clamps & nails with water tight joints

by approved solution etc. complete as directed by EIC.

66 Providing & laying rigid 10 kg/cm2 PVC drainage pipe 110 mm 20.00 Rmt 274.00

dia. including necessary fittings like bend, tee,Y bend plug etc.

fixed with wall by means of clamps & nails with water tight joints

by approved solution etc. complete as directed by EIC.

67 Supplying and fixing reinforced concrete heavy duty non- 18.00 Rmt 874.00

pressure pipes with collars for culverts including necessary

excavation & refilling the trenches, joining, the pipes with C.M.

(1:1) & filling 150mm thick concrete (1:4:8) below joints, curing

etc. completed as directed by E.I.C I.S. Class NP3 of internal

diameter 300 mm.

1. Testing certificate shall be submitted.

68 Providing & fixing approved quality gun metal check or non- 2.00 No 416.00

return fullway wheel valve 25MM DIA

69 Providing & fixing approved quality gun metal check or non- 2.00 No 185.00

return fullway wheel valve 15MM DIA

70 Providing and fixing approved quality screw down bib tapes of 6.00 No 185.00

following size: (A) Brass screw down bib tap polished bright

71 Providing & Fixing approved quality a set of 6 Nos. of stainless 2.00 No 451.00

steel coat racks of approved quality fixed on 20 mm. thick teak

wood batten including 3 coats of oil painting etc., complete as

directed by E.I.C.

72 Providing and fixing approved quality screw down stop tapes 3.00 No 219.00

of following size: (A) Brass screw down stop tap polished bright

73 Providing and fixing approved quality 600mm x 450mm 2.00 No 825.00

beveled edge mirror of superior glass mounted on PVC

moulded frame and fixed to wooden plugs with C.P. brass

screws and washers.

74 Providing and fixing approved quality C.P. Brass towel rod 2.00 No 597.00

complete with C.P. Brass brackets fixed to wooden plugs with

C.P. Brass screws. 600mmx20mm size

75 Providing & applying damp proofing treatment by Smart 263.00 Smt 327.00

Care damp proof ultra of Asian paints or equivalent by (1)

cleaning the terrace, parapet wall etc. complete by means

brush, water etc. & make it complete dust free (2) Applying

crack seal on cracks of terrace roof, parapet etc (3)

providing first coat of self priming smart care damp proof

ultra of asian paints or equivalent using brush & by adding

33% thinner (water) & kept surface free for 4-6 hours for

making dry (4) applying first coat of water proofing smart

care damp proof ultra of asian paints or equivalent using

roller without adding any thinner & kept surface free for 4-6

hours for making it dry (5) joints of parapet & slab packing

work by smart care joint tap of asian paints or equivalent

(6) applying second coat of water proofing smart care

damp proof ultra of asian paints or equivalent utilizing roller

without adding any thinner & kept surface free for 4-6

hours for making it dry. The contractor shall submit the

performance guarantee of manufacture. The contractor

shall submit performance guarantee in the form of BG / DD

for the damp proofing treatment item at the rate of 20% of

cost of executed quantity of item of work order for a period

of 5 years from actual date of completion of work on stamp

paper of appropriate value in approved format of GETCO.

(Note: Before making final payment to agency warranty

certificate from the original manufacture for specific project

on the name of agency must be collected.)

76 Providing & fixing approved quality readymade 4 Layered 1.00 No 12386.00

(Thermal isulated) overhead P.V.C. water tight storage tank of

1000 liters capacity of make Supreme / Vectus / Ashirvad or

its equivalent made from food grade plastic and water tank is

certified with RoHS (Restriction of Hazardous Substances)

and linear low density polythene & low density polythene LDPF

product confirming to I.S.: 10146-1982 with cover including

providing & fixing one 20mm dia, float valve ball-cock, one

20mm dia PVC over flow pipe of length up to 0.30 Mt. including

making all connection for inlet/outlet etc. complete as directed

77 Providing & fixing approved quality FRP door having FRP 6.00 Smt 2354.00

frame of size 100x50mm & 28mm thick FRP shutter with

Depressed Panel shutter having extra reinforcement on side

and edges and in Gel coat finish. The core of the shutter is to

be filled up with injected fiber extinguishing grade polyurethane

foam done in situ along with embedded wooden pieces for

stiffening and also for fixing hinges and fixtures. The whole

FRP frame and shutter is to be water proof, weather proof,

termite proof and resistance to mild acid/Alkali resistance

including SS hinges with necessary screws and aluminum

fixture and fastenings etc complete. 28mm th. shutter &

100x50mm frame.

78 Providing and laying Granular sub-base by providing coarse 17.00 Cmt 1384.00

graded material Grading- I using B.T.M.C. (Black Trap

Machine Crushed) metal 53 mm to 26.5 mm at 35 % , crushed

stone aggregate 26.5 mm to 4.75 mm at 45% and below

mm at 20% ,having C.B.R. not less than 30%, as per table

of MORTH gradation including levelling the material at site of

work ,mixing and spreading into grade and camber , watering

and consolidation at OMC with roller including cost of material

tools, tackls,labour, transportation etc. complete as directed by

79 Providing and laying Wet Mix Macadam base course in two 17.00 Cmt 1464.00

layer as per MoRTH specification using machine crushed black

trap stone aggregate as per required gradation (53 mm to

mm at 30 % , crushed stone aggregate 22.4 mm to 2.36 mm at

40% and below 2.36 mm at 30%) mixing with required optimum

quantity of water (In Pug Mill). Conveying the mix to site of work,

spreading in to grade and camber with Mechanical means and

consolidation each layer with vibratory roller to achieve the

desired density including cost of material tools, tackls,labour,

transportation etc. complete as directed by EIC.

80 Providing and Laying Controlled cement concrete M20 for trimix 66.00 Cmt 5659.00

RCC road to require line, level, slope including of

(1) Providing 125 micron polythene sheet at base of concrete,

(2) Mixing approved quality polyester fibre (12mm) @125 gm

per bag or as per manufacturer's specification during concreting

(3) Shuttering form work of M.S. C Channel sections of required

length & height as per drawing including connection, bracing

pins or stake to require line, level, slope etc.

(4) Concreting compaction with using needle Vibrator, Double

beam screed vibrator , dewatering/Vacuum pump and finishing

the surface with Power Trowel Cum Floater including any low or

high spots shall be made up by adding or removing concrete

and refinished to required line level and slope.

(5) Providing light brooming on the surface and edging carefully

finished with an edger of 6 mm radius.

(6) Providing construction joint using Concrete Groove Cutter

machine of size 10 mm wide & 25 mm deep in transverse

direction @ 4.5 M C/C and sealing with approved quality grade

B bitumen sealant

(7) Providing Contraction (Dummy) joint using Concrete Groove

Cutter machine of size 5 mm wide & 25 mm deep in

Longitudinal direction and sealing with approved quality grade B

bitumen sealant

(8) Providing expansion joints of size 25 mm width and upto

through depth of concrete using 25 mm thick Dura Board HD-

100 of approved quality and sealing 25x20 MM top with

approved quality bitumen sealant at 40 Meter C/C with 63 MM

Dia P.V.C pipe cap filled with compressible material for dowel

bar. ( For 6m wide road longitudinally at the centre expansion

joint to be provided)

The Item rate is including with all necessary equipments,

machinery, tools, tackles, Labours & Pond / Jute bag Curing

etc. complete as per Drawing and as directed by E.I.C.

(Minimum cement content for Concrete is 370 Kg/Cmt &

Excluding the cost of reinforcement and Dowel bar.)

81 Providing and laying cement concrete 1:5:10 (1- Cement : 5- 148.00 Cmt 2443.00

Coarse sand : 10- stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in - Foundation and

Note:Before laying PCC, Consolidation shall be done by spring

vibratory / power roller earth compaction machine of 5 ton

82 Earthwork in cuting in all sorts of soils and rock including 148.00 Cmt 158.00

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift including rolling and consolidation of soling

including filling in depression which occured during process with

power roller 8 tonne to 12 tonne with watering of earthwork as

directed by EIC.

83 Supplying and spreading 'Roundup"(Glyphosphate 41%SL) of 2077.00 Smt 7.00

approved ISI standard make or equivalent weedicide for weed

control in proportion of 100ml weedicide and 250 gram

ammonium sulphate, mixing with sticking agent mixed with

litre of clean fresh water and second spray with same treatment

as stated above after two months and as per manufacturer's

specification and as directed by Engineer-in charge.

84 Providing and spreading Cement slurry of mix 1:6 (1- Cement 2077.00 Smt 19.00

: 6 Sand) provided over the cement concrete layer for metal

work with cement content not less than 150 Kg/ 100 Smt

including of all materials, labour, spreading etc completed as

directed by EIC.

85 Supplying & stacking & Spreading of crushed stone 177.00 Cmt 1051.00

aggregates, chipping etc. of hard stone of 40mm nominal size

free of disintegrated pieces deletariesous and organic mater

and greading conforming to Table 2 of IS383-1980 code

including transportation, filing the box etc. complete as directed

by EIC. (Box measurement will be paid with 15% voids

deductions)- For yard metal spreading.

86 Providing and laying 50-75mm thick Grouting with Non Shrink 75.00 Smt 1948.00

Grouting material of CONBEXTRA- GP2 ,POLYGROUT-NS or

equivalent, having the minimum compressive strength of

N/Sqmm mixing as per manufacturer's specification including

necessary shuttering, tool tackles labour etc completed as

directed by Engineer In Charge

87 Providing & placing 50mm thick & 300mm wide prestressed 162.00 Smt 540.00

concrete cover (for clear span of up to 1.2 meter in proportion

(1:1:5:3) or M-20 necessary reinforcement or 4mm dia HT steel

wire-4 Nos. bars and 4mm dia. distribution bars at 150 mm C/C

as per drawing & design including vibrating with vibrators.

Finishing all the surfaces, curing by placing in water pond for ten

days etc. complete as directed by E.I.C. ( The rate includes

cost of all material required, labour charges, transportation,

loading, unloading etc.complete.

88 Providing & Fixing of Fence Panel & Concertina coil with on top of 244.00 Rmt 2965.00

Existing Compound wall of standar manufacturer like A-1 Fence or its

equivalent contains Following Specifications:

358WM Panel with SHS Post :

1 POST : SHS 60x60x3mm THK

2 WELDMESH PANEL: MESH SIZE 76.2x12.7mm , WIRE 4.0mm

HEIGHT 863.6mm & WIDTH 2971.8mm WITH 2V BENDS

3 CLAMP : SPIDER CLAMP WITH M8x100mm LONG MUSHROOM

HEAD BOLT WITH WASHER & SECURITY NUT

4 POST CAP : PVC POST CAP FOR BOTTOM

5 BASE PLATE : 175 x 175 x 6mm THK

6 CONCERTINA COIL : COIL 450mm , CORE 2.5mm WITH MBBT

BLADE PROFILE & BLADE THICKNESS 0.5mm.

7 BARB WIRE : 3 LINE, WIRES 2.5/2.0 mm WITH BARB SPACING

8 EXTENSION ARM EQUAL ANGLE 40x40x4mm THK x280mm

9 GRIPPLEHOLD THE BARB WIRE AT START & END OF THE

10 NUTS & BOLTS : M8x35mm & M8x100mm LONG MUSHROOM

HEAD BOLT WITH SECURITY NUT & WASHER.

11 ANCHOR BOLTS : M12x150mm LONG HEX NUT WITH WASHER

All material member Shall be Powder coated (min. 60-80 micron)

Supplying & fixing 450mm dia hot dip galvanizing cross spiral razor

edge concertina coil having 80 circle,200 clips with optimum openable

strentch of 8m length using a central core wire high carbon spring steel

(High tension wire) made up of 2.6mm dia. As per IS :4454, Part-1,

Grade –II having minimum galvanizing of 230-250 gms per mm2.

Around which a edge of razor sharp barbs strip of 5mm thick &

19mm.width confirming to IS: 513 DD quality having minimum

galvanizing coating of 12 microns with series of barbs punched along

the length at regular interval supported / tied with two rows of barbed

runner wires with providing and fixing G.I. angle 50x50x6 mm 'V'

shaped placed at approx. 3.00 m apart and with P& F 03 no. of

horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and

G.I.clips to retain horizontal, etc complete as per manufactures

specification and as per direction of engineer-in-charge & approved

(A)- Estimated Cost For Civil Work (Rs.)

89 Providing and fixing of DBS as AC Panel - 1 for CR of ISI 1.00 No 6738.00

marked Powder coated Pearl DBS of ivory color , wall mounting,

Double door Distribution board of L&T, Heggar or higher make

fitted with 63Amp Phase Bus bar, Earth / Neutral Bars and inter

connecting wires with removable bottom gland plates for all

power cable entry from bottom with DIN Channel ,incoming

contact and 1No - 63Amp TPN MCB 'C' Series ,6Nos-20A SP

MCB 'C' Series and 13No -10A SP MCB 'C' Series All MCBs are

L&T, Anchor or Higher make only. Complete in all respect and

as per instruction of EIC.

90 Supplying & laying of following size Control/L.T power cable of 50.00 Mtr 175.00

FINOLEX or equivalent ISI make in readymade cable trench or

by excavating in any type of soil cable trench size 300mm wide

and 600mm depth and refilling the same as per the direction of

EIC. Item Includes the cable laying up to termination box with

clamps & proper clamping of cable on gantries by GI pipe &

glands as per direction. Item includes providing & fixing of

bricks, sand as per requirement to protect cables . The L.T

power cable to be provided by contractor as under :As per ISI

1554 (Part-I). 4 Core x 25 mm2 Aluminum cable -Armored, from

LT panel board (LTPB) to AC Panel-1 in Control Room.

91 Supplying & Laying Sub-main lines of 3X2.5 mm2 ( two for 400.00 Rmtr 125.00

P & N and one for Earthing)copper PVC insulated wier of ISI

brand in suitable standard make steel conduit pipe having

minimum 1.5 mm thickness of approved brand with ISI brand

with clmpes with it's associated accessories for various circuits

amanating from AC panel 1.as per inst. of E.I.C.

92 Point wiring for control room tube lights, fans, exhaust fans, 75.00 Point 1298.00

fency lights, water tight bulck head lights with PVC insulated

660 V grade standard copper wire in ISI make GI conduct pipe

20 mm dia and 1.6 mm wall thickness size fitted with sadles on

the wall/ceiling. Size of wire shall be with 3C x 1.5 sq.mm PVC

insulated copper wire for phase and neutral and earth wire [

Green] and 5 Amp Anchor/Roma or any equivalent switch as

per specification with 16 guage M.S. box. The box shall be

covered with 3 mm thick decorative mat finish hylum sheet. The

work is all inclusive of supply and fixing of required materials as

afore said [ like GI.conduct pipe , sadles , swithces , M.S. box

ceiling Rose , flexible copper wire etc] to complete point wiring

with each fixture to be earthed by SWG-12 stranded copper

conductor having green color as per direction and instructions of

93 Providing,fixing & termination for emergency D.C. supply 1.00 Job 4492.00

arrangemnet with D.C. leakage arrangement in control room .

This job suppply & laying of 2CX2.5mm2 copper armoured

cable from battery charges to SBDC fixing and providing SBDC

and Complete wiring with supply of wire and D.C. lamp (110DC

100watt 4 nos) in GI conduit pipe as per GETCO EIC

94 Providing and Fixing points wiring in GI. Conduct pipe size 20 12.00 Point 1213.00

mm dia and 1.6 mm wall thickness with singal PVC insulated

2.5 Sqmm. copper wire of ISI standard good quality using

1.5mm thick suitable size ISI mark ( 2+3 pin in socket ) Anchor

brand 15 Amp. 250 Volt plug socket as seperate plug point with

shock proof accessories incl. indication lamp ; erected on

separate decorative mat finish hylum sheet board on wall with

providing adequate green earthing wire as per specification and

instruction of Engineer Incharge.

95 ---- Do ---- as above but with singal PVC insulated 3Cx1.5 sq. 15.00 Point 814.00

mm.copper wire of ISI mark plug socket for 5A domestic use

separate plug pointas per direction and instruction of E.I.C.

96 ---- Do ---- as above but looped on same board i.e. no separate 12.00 Point 199.00

board, plug socket for 5A domestic use as per direction and

instruction of E.I.C.

97 Fixing of Ceiling Fan of 1400mm sweep Bajaj/Crompton / 8.00 No 1797.00

Orient/ usha / Cinni make (ISI approved) flexible wiring by using

twin core double PVC 48/0.2 mm copper flexible cord of suitable

& approved make and size from ceiling rose upto fan terminal &

supply and fixing of energy saver regulators , extra GI pipe of

required size and length for lowering of fan if required as per

instruction of EIC.

98 Providing and fixing of 41.5 LED Lighting Fixture (CGL Cat No 14.00 No 3154.00

LPFC 36-CDL 41.5 or Equivalent under cat-II or above as per R

& B SOR) as per instruction of EIC.

99 Providing and fixing of 40W (1X4) LED Lighting Fixture as per 16.00 No 3417.00

drawing (in office area) (CGL Cat No. LCTLSN-40-CDL (1X4) or

equivalent under Cat-II or above as per R & B SOR) as per

instruction of EIC.

100 Providing and fixing 30W LED Street light bulkhead (CGL Cat 14.00 No 2678.00

No LSTO-30-CDL 30W or equivalent under Cat-II or above as

per R & b SOR) on outside C/R building and inside cable trench

in C/R including wiring from ceiling rose to fixture with suitable

size of PVC insulated ISI marked copper wire only as per

instruction of EIC of approved make indoor fancy ceiling fitting

30mm dia including 1X100Watts 250 volts Lamp as per

instruction of Engineer in charge.

101 Providing and Fixing of heavy duty exhaust fan in Control room 1.00 No 3494.00

size 18" of make GEC/ KHAITAN/ CROMPTON/ BAJAJ

including MS lourex shutter of fan & necessary wall finishing

work and applying bird proof net on out side wall with required

arrengement for rain sealing and neccessary connection from

ceiling rose as per direction and instruction of EIC

102 Providing and Fixing of 18W LED Lighting Fixture CGL Cat No 8.00 No 1281.00

LCTC-18-CDL 18W or equivalent under Cat-II or above as per

R & B SOR) as per Instruction of EIC.

Total Estimate Cost (Rs.) = (A) + (B)

1. Ordinary Portland cement with C3A content between 5 to 8% is to be used for all buried

RCC structural members.

NOTE: 1. Welfare Cess will be reimbursed on production of documentary evidence of payment

made to appropriate Government Taxation Department as per Govt. /GETCO’s rules.

2. GST will be applied as per the Rules.

3. INCOME TAX WILL BE DEDUCTED AS PER RULES

SUPERINTENDING ENGINEER (TR)

CIRCLE OFFICE, GETCO

I/We have read and clearly understood the terms, conditions, Schedule ‘B’ and Technical specifications put by

GETCO on WEB site. I/We hereby accept all the conditions and specifications of this tender document, and

accordingly, I/We am/are willing to carry out the work at _________________% (in words

______________percentage) above/below the estimated cost. Accordingly, the total amount of my/our tender

______________percentage) above/below the estimated cost. Accordingly, the total amount of my/our tender

SIGNATURE OF CONTRACTOR.

(With rubber stamp/seal of the company)