Construction of foundations, Cable Trench, FP wall, Oil sump , chemical water proofing & misc. civil works at various S/S under Dhrangadhra Am Division Under Surendranagar circle (2026-27)

TRANSMISSION CIRCLE SURENDRANAGAR

Name of work : Construction of foundations, Cable Trench, FP wall, Oil sump , chemical water proofing &

misc. civil works at various S/S under Dhrangadhra Am Division Under Surendranagar circle (2026-27)

DESCRIPTION UNIT RATE AMOUNT

1 Demolition including stacking of serviceable materials and

disposal of un serviceable materials with all lead and lift [1].

R.C.C. work 41.00 CMT 1021.00

2 Dismantling the B.B./Bella /U.C.R. masonry work in C.M. or

L.M. including scaffolding and throwing away the dismantled

stuff with in the lead of 500 Mt. radius & stacking of the 87.00 CMT 531.00

useable material etc., complete as directed by E.I.C.

3 Removing existing plasterwork including scaffolding &

throwing the stuff up to any lead etc. complete as directed

4 Excavation for foundation up to 1.5m depth including

refilling the trenches, sorting out and stacking of useful

materials and disposing of the excavated stuff up to any

lead, dressing, rolling watering & lift. No extra payment shall

be made for disposing of extra excavated earth from s/s

premises or switch yard etc as per directive of EIC -

including De-watering if required for Loose or soft soil/ 867.00 CMT 352.00

Dense or Hard soil/ Hard Murrum/ Soft rock not

requiring Blasting - Executed with manual.

Backfilling Consolidation shall be done by spring

vibratory earth compaction machine of 5 ton capacity.

5 Excavation for foundation up to 1.5m depth including

refilling the trenches, sorting out and stacking of useful

materials and disposing of the excavated stuff up to any

lead, dressing, rolling watering & lift. No extra payment shall

be made for disposing of extra excavated earth from s/s

premises or switch yard etc as per directive of EIC -

including De-watering if required for Hard rock - Executed

Backfilling Consolidation shall be done by spring

vibratory earth compaction machine of 5 ton capacity.

6 Excavation for foundation from 1.5m Mt. to 3.00m depth

including refilling the trenches, sorting out and stacking of

useful materials and disposing of the excavated stuff up to

any lead, dressing, rolling watering & lift. No extra payment

shall be made for disposing of extra excavated earth from

s/s premises or switch yard etc as per directive of EIC - 273.00 CMT 426.00

including De-watering if required for Loose or soft soil/

Dense or Hard soil/ Hard Murrum/ Soft rock not

requiring Blasting - Executed with manual.

Backfilling Consolidation shall be done by spring

vibratory earth compaction machine of 5 ton capacity.

7 Excavation for foundation from 1.5m Mt. to 3.00m depth

including refilling the trenches, sorting out and stacking of

useful materials and disposing of the excavated stuff up to

any lead, dressing, rolling watering & lift. No extra payment

shall be made for disposing of extra excavated earth from

s/s premises or switch yard etc as per directive of EIC -

including De-watering if required for Hard rock - Executed

with manual.Backfilling Consolidation shall be done by

spring vibratory earth compaction machine of 5 ton

8 Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering rolling

and consolidation of subgrade in layers at O.M.C. to

required dry density including filling the depression which

occur during the process using power roller 8T to 10T. -

Earth brought from out side excluding black cotton soil &

boulders. The item rate includes all leads from the SS

with all lifts& labours. Note: Before laying

Consolidation shall be done by spring vibratory earth

compaction machine of 8T to 10T capacity.

9 Providing Precast concrete block masonry (including

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

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

(1cement : 3 course sand : 6 graded stone aggregates of

mm and down gauge) in foundation and plinth in cement

mortar.1:6 (1-Cement : 6-Fine Sand) including racking out

joints up to 12mm depth, scaffolding, curing, filling up the 23.00 CMT 3600.00

gaps between the joints complete as directed by E.I.C.

1. Testing certificate requires to be submitted.

2. Wetting of bricks/Bella/Block requires for 03 to

hours be forelaying.

3. Curing shall commenced from 12 hours of laying and

shall be done till 7 days.

10 Providing Precast concrete block masonry (including

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

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

(1cement : 3 course sand : 6 graded stone aggregates of

mm and down gauge) in superstructure above plinth up to

floor two level in cement mortar.1:6 (1-Cement : 6-Fine

Sand) including racking out joints up to 12mm depth, 63.00 CMT 3865.00

scaffolding, curing, filling up the gaps between the joints

complete as directed by E.I.C.1. Testing certificate

requires to be submitted.2. Wetting of

bricks/Bella/Block requires for 03 to 24 hours before

laying.3. Curing shall commenced from 12 hours of

laying and shall be done till 7 days.

11 Providing and laying cement concrete 1:4:8 (1 Cement :

4 Coarse sand : 8 black crushed stone aggregate 40mm

Nominal size) and curing complete- excluding cost of

formwork Foundation and plinth. 83.00 CMT 2605.00

Note:Before laying PCC, Consolidation shall be done by

spring vibratory earth compaction machine of 5 ton

12 Providing form work of ply wood shuttering so as to give a

smooth exposed finish including centering (adjustable

tubular steel supports). Shuttering strutting and propping

etc. for any height of propping and centering below 1055.00 SMT 267.00

supporting floor to ceiling , and removal of the same for

reinforced concrete and plain concrete. for Footings

foundations and pedestal

13 Providing & laying control cement concrete M-20 as per

mix 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. -For Footing base of col., foundation &

mass Concrete 431.00 CMT 3892.00

1. Date of casting shall be mentioned and curing with

Jute bag shall be done for 10 days.

2. Ensure concrete or PVC cover blocks are placed on

all sides and bottom.

14 Providing and laying controlled cement concrete M-20

with curing etc. complete including the cost of ply wood

shuttering form work and adjustable tubular steel supports

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

Staircase RCC structures For Vertical wall.

1. Date of casting shall be mentioned and curing with 93.00 CMT 8714.00

Jute bag shall be done for 10 days for slab beam curing

shall be done with water spray 3-4 times a day till

2. Ensure concrete or PVC cover blocks are placed on

all sides and bottom.

15 Providing & laying control cement concrete M-20 as per

mix design exposed work with curing etc. complete

Including the cost of ply wood 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 for slab beam curing

shall be done with water spray 3-4 times a day till

2. Ensure concrete or PVC cover blocks are placed on

all sides and bottom.