Supply, Erection, Testing & Commissioning of 220 kV D/C Prantij-Jantralline_Package-2 (From AP-47 to Jantral Gantry - 28.489 km), to be connected to Jantral using common M/C with220kV Agiyol-Vijapur LILO Jantral line) with AL-59(61/3.5) conductor on D/C & M/C tower and 48F OPGW cable on turnkey basis

Sr. No. Description of Works - SAC Code 9954 Estimated Cost in Rs.

PART-A Supply of Materials

SCHEDULE- Erection of line

SCHEDULE- Pile Foundation

TOTAL COST WITHOUT TAXES

Service of "Works Contracts" GST @ 18% (SAC 9954)

I am / we are willing to carry out this service package of works contract stated above at GST 18% (in figure) ______ % (in words _____

%) below / above the estimated TOTAL END COST for all the items stated there in.

The amount of tender works out with above % (in figure) for TOTAL END COST Rs. _____________ (in words Rs.

I / we confirm that our above quoted rates are ON firm price basis; except s(i) Supply of Tower Materials (Including Bolts-Nuts),(ii)

Supply of Al-59 Conductor (III) Supply of Hardware & Accessories of AL-59 (conductor) (IV) Erection portion for which Price variation

will be applicable.

1) Separation of the Contract into Supply of Goods, Services and Civil Work, is only for convenience and better economical

management and for the ease of Accountancy but the entire Contract, is to be assessed under GST Law, as the Works Contract

Service, which is, as per the provisions of Section 2(30), read with, Section 2(119), further read with, Paragraph 6(a) of the Schedule II

to the CGST Act, 2017 or SGST Act, 2017 and similar provisions, applicable under the UTGST Act, 2017and the IGST Act, 2017 and

the entire activity, would be subjected to levy of Tax, at the rate of 9% CGST + 9% SGST or 18% IGST, under the GST Law. However,

Classification Codes for different segments or portions of the Works Contract, may be specified separately, in the Supplies, with a final

common Classification Code of Works Contract Service.

2) The Bidder is hereby conveyed that only SAC Code and Tax rate for supply of Service Works Contract i.e. 18% is relavant for the

purpose of contract since the contract is works contract and any separation in the works is for better management and convenience

It is to state that bidders are however requested to fill the HSN code item by item for the knowledge and transparency purpose which

shall have no bearing on price or taxation payment.

Signature of Authorized Representative of Company / Agency

SEAL & SIGNATURE Status _________________

OF BIDDER Name of bidder Company

Estimated Cost - SUPPLY

Name of line: Supply, Erection, Testing & Commissioning of 220 kV D/C Prantij-Jantral line_Package-2 (From AP-47 to Jantral Gantry - 28.489 km), to be

connected to Jantral using common M/C with 220kV Agiyol-Vijapur LILO Jantral line) with AL-59(61/3.5) conductor on D/C & M/C tower and 48F OPGW cable.

Length of line: 28.489 Rkm

Sr. Description of Supply with Detail Specification of HSN / SAC Unit Quantity Unit Rate Unit Freight, Unit FOR Unit FOR Total Cost

No. Service Package - Works Contract (SAC Code 9954) code for Packing & Insurance Rate (Excl. GST)

identificati Forwarding Charges in in Rs. in Rs.

on only charges Rs.

A Supply of Materials

A.1 Tower Materials

A.3 Silicone Rubber insulators - 220kV

A.3.1 220kV,90kN - Suspension SRI Nos. 813 4089.00 78.40 33.60 4201.00

A.4 Insulator hardware for AL-59 conductor

A.4.1 Single suspension Nos. 708 2166.00 18.20 7.80 2192.00

A.4.2 Double suspension Nos. 48 4654.00 36.40 15.60 4706.00

A.4.7 Vibration damper Nos. 3240 1100.00 11.90 5.10 1117.00

A.4.8 Repair sleeve Nos. 34 580.00 7.00 3.00 590.00

A.5 OPGW - 24 Fibre (220kV)

A.5.1 24 Fibre (DWSM) OPGW fibre Optic cable Km 0.000 140520.00 1932.70 828.30 143281.00 -

A.5.2 Installation Hardware set * & accessories for above OPGW Km 0.000 43842.00 485.10 207.90 44535.00 -

i.e. all cable fittings & accessories like suspension clamps,

tension clamps, vibration dampers, earthing clamps, down

lead clamps, in-line splice enclosures etc. including; Pigtails

a) Fibre Optic Approach Cable -

400 Mtrs - For 220KV S/S &

500 Mtrs - For 400KV S/S

(with installation hardware like ties/ clips / cleats, conduits,

ducts, supports, fittings, accessories etc).

(Any variation in quantities shall be absorbed by contractor)

A.6 OPGW - 48 Fibre (220kV)

A.6.1 48 Fibre (DWSM) OPGW fibre Optic cable Km 28.489 172341.00 2140.60 917.40 175399.00

A.6.2 Installation Hardware set * & accessories for above OPGW Km 28.489 43363.00 597.10 255.90 44216.00

i.e. all cable fittings & accessories like suspension clamps,

tension clamps, vibration dampers, earthing clamps, down

lead clamps, in-line splice enclosures etc. including; Pigtails

a) Fibre Optic Approach Cable -

400 Mtrs - For 220KV S/S &

500 Mtrs - For 400KV S/S

(with installation hardware like ties/ clips / cleats, conduits,

ducts, supports, fittings, accessories etc).

(Any variation in quantities shall be absorbed by contractor)

TOTAL COST FOR MATERIALS

Service of "Works Contracts" GST @ 18% (SAC 9954)

1) Separation of the Contract into Supply of Goods, Services and Civil Work, is only for convenience and better economical management and for the ease of

Accountancy but the entire Contract, is to be assessed under GST Law, as the Works Contract Service, which is, as per the provisions of Section 2(30), read with,

Section 2(119), further read with, Paragraph 6(a) of the Schedule II to the CGST Act, 2017 or SGST Act, 2017 and similar provisions, applicable under the UTGST

Act, 2017and the IGST Act, 2017 and the entire activity, would be subjected to levy of Tax, at the rate of 9% CGST + 9% SGST or 18% IGST, under the GST Law.

However, Classification Codes for different segments or portions of the Works Contract, may be specified separately, in the Supplies, with a final common

Classification Code of Works Contract Service.

2) The Bidder is hereby conveyed that only only SAC Code and Tax rate for supply of Service Works Contract i.e. 18% is relevant for the purpose of contract since the

contract is works contract and any separation in the works is for better management and convenience purpose.

It is to state that bidders are however requested to fill the HSN code item by item for the knowledge and transparency purpose which shall have no bearing on price or

taxation payment.

Signature of Authorized Representative

of Company / Agency

SEAL & SIGNATURE Status _________________

OF BIDDER Name of bidder Company

Estimated Cost - Erection

Name of line: Supply, Erection, Testing & Commissioning of 220 kV D/C Prantij-Jantral line_Package-2 (From AP-47 to Jantral Gantry - 28.489 km), to be connected to Jantral using

common M/C with 220kV Agiyol-Vijapur LILO Jantral line) with AL-59(61/3.5) conductor on D/C & M/C tower and 48F OPGW cable.

Length of line: 28.489 Rkm

Erection of line

S.N Description of Supply with Detail Specification of Service Package - Works Contract (SAC Code 9954) HSN/ Unit Quantity Unit Rate Total Cost

. SAC in Rs. (Excl. GST)

1A The work of detail survey, preparation and submission of profiles in 6 copies (PLSCAD as well as hardcopy), km 28.489 10222

Detail scope of Work :-

(a) Fixing of tower as per actual requirement, site condition and plotting of line on profile having standard details

i.e. span length, lat-long (co-ordinate), chainage, weight and wind span, all dimensions, scale, legends, tower

spotting data etc. as per requirement and along with all require details.

(c) Preparation and submission of tower schedule as per standard require details with all the Major - Minor crossing

details in profile drawing and tower schedule, along with due care of clearance as per prevailing standards i.e., for

all electric line with pole, all type of track, river, pond, nala, road, canal etc.

(d) Details of Right of Way in profile drawing. i.e. Building, Temple, Well etc.

(g) Plotting line on TIKKA-MAP (Revenue Land map) - Required TIKKA-MAP will be provided by GETCO.

Importantly, any work other than mentioned will align with the specific requirements outlined by the Engineer-in-

Note : The survey report will be submit with sign and stamp of the surveyor agency and engineer in charge.

1B Check survey including detailed survey, preparation of profiles and revision in original route alignment, if any and as KM 28.489 9277.00

per instruction of EIC

2 Excavation excluding back filling, but including shoring, shuttering, dewatering, tree cutting for tower footings etc. for:- -

a) Normal soil either dry or wet/Sandy soil CMT 11267.000 307.00

b) Black Cotton Soil either dry or wet CMT 3018.000 614.00

c) Normal submerged / marine soil where dewatering is necessary CMT 1195.000 484.00

d) Black cotton submerged / marine soil / marshy soil where dewatering is necessary CMT 906.000 703.00

e) Soft Rock CMT 0.000 1066.00 -

f) Hard Rock CMT 0.000 2212.00 -

3 Installation of steel reinforcement in concrete foundation including supply of M. S. bars, binding wire and MT 133.000 99900.00

their cutting, bending, binding and laying in position as per drawing.

4 Stub-setting with prop or template including back-filling but excluding excavation and concreting etc. for all type of MT 225.000 8206.00

tower/extensions except special towers. (Weight of stub,cleat & templete with Bolt & Nuts of Stub & templete shall be

counted) up to 6 mtr extension

5 ---- Do ---- +9 to +25 mtr extension MT 29.100 9918.00

6 Stub-setting and/OR Anchor bolt-setting of River crossing tower / 25 mtr. and above extension back filling but MT 0.000 47059.00 -

excluding excavation and concreting.

7 Concreting of foundation by M25 / M20 / M15 mixture including shoring, shuttering, dewatering etc. for normal -

tower/tower with extension upto 25 mtr. (Rates are with cement).

8 Grounding of towers with pipe type earthing including excavation and back filling and supply of all materials like Set. 99.000 8985.00

32mm dia heavy duty 3 mtr.long G.I. Pipe & 50 x 6 mm G.I. flat, bolt-nuts, salt, coal/charcoal etc. as per drawing.

9 Grounding of towers with COUNTER POISE TYPE including excavation and back-filling and supply of all materials Set. 0.000 15756.00 -

like GSS wire, lugs, bolt-nuts, salt, coke/charcoal as per drawing.

S.N Description of Supply with Detail Specification of Service Package - Works Contract (SAC Code 9954) HSN/ Unit Quantity Unit Rate Total Cost

. SAC in Rs. (Excl. GST)

10 Erection of super structure upto 6 meter extension including tree cutting, fixing of tower accessories, attachments MT 1570.000 10076.00

except ACD /DP /NP /CIP /PP and excluding tack welding of bolts. This includes taking delivery of tower materials

and bolt-nuts from Board's stores etc. for normal, extension & special towers at destination and keeping them in safe

custody and transporting the same to erection site

11 Same as above but erection of 9/12/15/18/21/25 mtr. Extention with Tower. MT 278.000 12694.00

12 Same as Sr.No.11 but erection of Special River crossing super structure only and including fixing of ACD / DP / MT 0.000 18446.00 -

NP / PP / CIP etc. with material like barbed wire, plates, ladder etc. (Total BOM weight is to be considered.

13 Fixing of Anti-climbing devices including supply of barbed wire Loc. 99.000 3589.00

14 Fixing of DP / NP / PP / CIP including supply of plates and supply of G.I. bolt-nuts & tack welding as per drawings. Loc. 0.000 1690.00 -

Fixing of DP / NP / PP / CIP including supply of plates and supply of G.I. bolt-nuts & tack welding as per drawings. Loc. 3.000 3379.00

Fixing of DP / NP / PP / CIP including supply of plates and supply of G.I. bolt-nuts & tack welding as per drawings. Loc. 96.000 6758.00

15 Tack welding of nuts upto approx. 10 mtrs. Height OR two bottom-most panel from ground level at three places on Per Bolt 98250.000 15.00

the nuts diametrically and applying zinc rich paint immediately after tack welding.

16 Stringing of AL59 - 6 (Six) conductors for double circuit including laying, jointing, tensioning, clamping with RKM 0.725 158530.00

armour rods, hoisting of insulator string, fixing of jumpers, dampers etc. & with required tree cutting on entire length for

adequate clearance/safe charging of line

17 Work as per Item Sr. No. 16, but for special river crossing section from one anchor tower to another anchor tower. RKM 0.000 645809.00 -

18 Stringing of AL59 - 12 (Twelve) conductors for multi circuit including laying, jointing, tensioning, clamping with RKM 28.138 317060.00

armour rods, hoisting of insulator string, fixing of jumpers, dampers etc. & with required tree cutting on entire length for

adequate clearance/safe charging of line

19 Complete installation of OPGW cable (24 F & 48 F) including laying, providing required hardwares in line splices to KM 28.489 97193.00

be encased in Fibre Optic Splice Enclosures, Laying and Termination of a fibre optic approach cable required to

connect Overhead Fibre Optic Cable (OPGW) between the final in line splice enclosure on the gantry/tower and the

Fibre Optic Distribution Panel (FODP) to be installed within the building at both the substation ends as per technical

20 Link up of OPGW cable (24 F & 48 F) including all related activities KM 28.489 8850.00

21 Dismantling of OPGW with required accessories and credit to GETCO store or substation as per instruction of EIC RKM 0.000 48597.00 -

22 Dismantling of conductors and line materials of existing line with 220kV ACSR Zebra / AL-59 - 6 conductors (D/C) RKM 0.336 92298.00

23 Dismantling of earth wire of existing 220KV line in cold condition RKM 0.000 9985.00 -

24 Dismantling of OPGW cable RKM 0.336 48597.00

25 Dismantling of any type of tower including transportation and crediting to nearest Board's store as per instruction of MT 0.000 8434.00 -

Engineer in charge.

26 Cutting of Stub of Old tower to be dismatled including breaking of Chimney/cutting of RCC up to 450mm below Per Tower 0.000 12618.00 -

ground level and credting stubs and steel bars to GETCO store including back filling and levelling of site.

27 Painting of name of line, location number, colour code and telephone number on tower (all four legs) for information Per 3.000 431.00

of concerned substation including supply of paints, etc. Location

28 Painting of name of line, location number, colour code and telephone number on tower (all four legs) for information of Per 96.000 862.00

concerned substation including supply of paints, etc. Location

S.N Description of Supply with Detail Specification of Service Package - Works Contract (SAC Code 9954) HSN/ Unit Quantity Unit Rate Total Cost

. SAC in Rs. (Excl. GST)

29 Termination and connection for making LOOP-IN-LOOP-OUT arrangement with existing line during specified outage Job Work 1.000 161153.00

(Cold condition.)

TOTAL SCHEDULE-01 OF PART-B

Service of "Works Contracts" GST @ 18% (SAC 9954)

TOTAL SCHEDULE-01 INCLUDING GST @18%

1) While calculating the weight of stub-setting, the weight of stub, cleat & templetes shall also be added in stub weight

2) Red oxide & zinc rich paint shall be applied after tack welding of nuts.

3) The above rates are with supply of cement by the contractor.

4) The rate indicated above includes taking delivery of all stringing materials from Board / Contractor store at destination keeping them in safe custody and transporting the same to erection

1) Separation of the Contract into Supply of Goods, Services and Civil Work, is only for convenience and better economical management and for the ease of Accountancy but the entire

Contract, is to be assessed under GST Law, as the Works Contract Service, which is, as per the provisions of Section 2(30), read with, Section 2(119), further read with, Paragraph 6(a) of

the Schedule II to the CGST Act, 2017 or SGST Act, 2017 and similar provisions, applicable under the UTGST Act, 2017and the IGST Act, 2017 and the entire activity, would be subjected

to levy of Tax, at the rate of 9% CGST + 9% SGST or 18% IGST, under the GST Law. However, Classification Codes for different segments or portions of the Works Contract, may be

specified separately, in the Supplies, with a final common Classification Code of Works Contract Service.

2) The Bidder is hereby conveyed that only only SAC Code and Tax rate for supply of Service Works Contract i.e. 18% is relavant for the purpose of contract since the contract is works

contract and any separation in the works is for better management and convenience purpose.

It is to state that bidders are however requested to fill the HSN code item by item for the knowledge and transparency purpose which shall have no bearing on price or taxation payment.

Signature of Authorized Representative

of Company / Agency

SEAL & SIGNATURE Status _________________

OF BIDDER Name of bidder Company

GUJARAT ENERGY TRANSMISSION CORPORATION LTD.

Name of Work: Pile foundation work for construction of 220kV D/C Prantij-Jantral line_Package-2 (From AP-47 to Jantral, to be connected to Jantral using common M/C with 220kV Agiyol-

Vijapur LILO Jantral line) with AL-59(61/3.5) conductor on M/C TOWER With AL_59 Conductor & 48F OPGW Cable. M/C TOWER With AL_59 Conductor & 48F OPGW Cable (MD+6 Loc 63/0 &

DESCRIPTION UNIT RATE AMOUNT

Carrying out empty boring through all types of soils, including boring in Boulders, Weathered rock or hard rock for providing 1000mm 945.00 RMT 2283.00

diamete R.C.C.vertical bored pile upto required depth including providing necessary casting piles with all plants and equipments as required

etc complete.{Minimum required depth of bores shall be from the bed of the river/ ground including procurement and using bentonite and/ or

1 other equivalent compound. Including taking N-values at every 1.50m depth & comparing it with bore log strata. (No extra payment shall be

made for empty bore from bed level to platform)}. For 1000mm dia pile.

Carrying out empty boring through all types of soils, including boring in Boulders, Weathered rock or hard rock for providing 600mm diamete 770.00 RMT 822.00

R.C.C.vertical bored pile upto required depth including providing necessary casting piles with all plants and equipments as required etc

complete.{Minimum required depth of bores shall be from the bed of the river/ ground including procurement and using bentonite and/ or

2 other equivalent compound. Including taking N-values at every 1.50m depth & comparing it with bore log strata. (No extra payment shall be

made for empty bore from bed level to platform)}. For 600mm dia pile.

Supply, Providing and fixing of M.S. liner of any thickness as per approved drawing in piles upto specified depth from bottom of pile cap, 88.00 MT 90183.00

limited to the construction drawing, including supply, straightening, bending, welding, all supports, labours, tools and tackles, plants &

3 equipments, with primer and paintinting etc. (complete) as required for successful completion of the job.

Providing and laying controlled cement concrete M 30 excluding the cost of reinforcement with minimum cement content of 450kg/cmt 959.00 CMT 15572.00

OPC Cement with C3A content 5 to 8 % of approved make with tremie pipe and funnel arrangement concrete for R.C.C. bored piles

4 including ramming vibrating curing and finishing etc complete.

Performing Integrity test on each pile before casting of pile cap with accurate insruments, Softwares etc. complete to determine length or 70.00 No 2010.00

depth, . Whole test shall be conducted as per ASTM D5882-16-Standard test Method for low Strain Integrity Testing of Piles.

Conducting Initial Vertical Pile Load Test on test pile casted at site to evaluate the safe vertical compression capacity of pile by Kentledge 2.00 No 450930.00

method or Anchor Pile Method. The test load shall be equals to 2.5 times the proposed design load. Test to be conducted at cutoff level.

The complete procedure shall be as per clause no 7.0 of IS-2911 (Part-4):

The Item shall include provision of test infrastructure [i.e., ISMB Girders, Surcharge Load and Shuttering Plates (in case of kentledge

Method), Test equipment (Dial Gauges, Hydraulic Jack Pumps, Pressure Gauges)]

Conducting Initial Pullout/Uplift Pile Load Test on test pile casted at site to evaluate the safe pullout/uplift capacity of pile. The test load shall

be equals to 2.5 times the design load. Test to be conducted at cutoff level. The complete procedure shall be as per clause no 9.0 of IS-

6 The Item shall include provision of test infrastructure [i.e., ISMB Girders, , Test equipment (Dial Gauges, Hydraulic Jack Pumps, Pressure

Conducting Initial Lateral Pile Load Test on test pile casted at site to evaluate the safe lateral capacity of pile. The test load shall be equals

to 2.5 times the design load. Test to be conducted at cutoff level. The complete procedure shall be as per clause no 8.0 of IS-2911 (Part-4):

The Item shall include provision of test infrastructure [i.e., Support Blocks, Test equipment (Dial Gauges, Hydraulic Jack Pumps, Pressure

Conducting Routine Vertical Pile Load Test on working pile at site to verify the design vertical compression capacity of pile by Kentledge 2.00 No 450930.00

method or Anchor Pile Method. The test load shall be equals to 1.5 times the proposed design load. Test to be conducted at cutoff level.

The complete procedure shall be as per clause no 7.0 of IS-2911 (Part-4):

The Item shall include provision of test infrastructure [i.e., ISMB Girders, Surcharge Load and Shuttering Plates (in case of kentledge

Method), Test equipment (Dial Gauges, Hydraulic Jack Pumps, Pressure Gauges)]

Conducting Routine Pullout/Uplift Pile Load Test on working pile at site to verify the design pullout/uplift capacity of pile. The test load shall

be equals to 1.5 times the design load. Test to be conducted at cutoff level. The complete procedure shall be as per clause no 9.0 of IS-

The Item shall include provision of test infrastructure [i.e., ISMB Girders, , Test equipment (Dial Gauges, Hydraulic Jack Pumps, Pressure

Conducting Routine Lateral Pile Load Test on working pile at site to verify the safe lateral capacity of pile. The test load shall be equals to

design load. Test to be conducted at cutoff level. The complete procedure shall be as per clause no 8.0 of IS-2911 (Part-4):

The Item shall include provision of test infrastructure [i.e., Support Blocks, Test equipment (Dial Gauges, Hydraulic Jack Pumps, Pressure

Excavation for foundation for depth up to 1.5m Mt. depth including sorting out and stacking of useful materials, Back filling in trenches and 400.00 CMT 307.00

disposing of the excavated stuff up to any lead, drssing,rolling watering & lift. No extra payment shall be made for disposing of extra

8 excavated earth from s/s premises or switch yard. For Hard or Dense soil

Excavation for foundation for depth from 1.5 Mt to 3 Mt. depth including sorting out and stacking of useful materials, Back filling in trenches 218.00 CMT 307.00

and disposing of the excavated stuff up to any lead No extra payment shall be made for disposing of extra excavated earth from s/s

9 premises or switch yard. For Hard or Dense soil

Providing and laying cement concrete 1:2:4 (1 Cement : 2Course sand : 4 black crushed stone aggregate 40mm nominal size ) and curing 23.00 CMT 9338.00

10 complete- Foundation and plinth.

Providing and casting in situ controlled cement concrete M 30 with OPC Cement with 5 to 8 % C3A agent of 450kg/Cmt of approved make 195.00 CMT 15572.00

for R.C.C. Pile cap including the cost of ply wood form work & adjustable tubular steel supports / Props vibrating curring and finishing etc

Providing and laying controlled cement concrete M-30 with OPC Cement with 5 to 8 % C3A agent of 450kg/Cmt of approved make 12.00 CMT 15572.00

exposed work with curing etc. complete including the cost of form work but excluding the cost of reinforcement for R.C.C. Column

Providing Thermo Mechanically treated bars (TMT bars) confirmed to FE 500/500D for RCC work including bending, binding and placing in 175.00 MT 99900.00

13 position etc. completed for RCC work.

Proviging & Applying tar extended two component coating system based on synthesized epoxy resin and amine adduct manufacture as per 196.00 SMT 341.00

technical specification of central electro chemical research (CERCI/CSIRKARAIKUDI) to achieve 400-450 microns DFT in two coats as

directed. The item includes cleaning the surface before treatment as per manufacturer specification. The coating system EPCO2020TX or

14 equivalent shall comply the CERCI technology of " comprehensive repair & protection of concrete/steel surface in wet & underwater

codition". The rate shall be incusive of all materials labour equivalent scaffolding etc.

Providing and fabricating and erecting GI work Welded angle posts, racks & trays for cable trench using structural steel angels and flats, 48.00 KG. 106.00

sheets etc. of approved steel manufacturer as per drawing & design including cutting, welding & fixing hold fast in wall with C.C. & with hot

deep galvanized as per IS-2633/72 and 209 of 1966 or latest amendment etc & make etc. completed as directed by EIC.(All materials

required for the work to be brought by the contractor).

Diversing of water course, providing working platform/ floating platform/ cofferdam and bund or island etc for foundation and maintening the 4.00 Job 310530.00

same for the period. Also Necessary provisions for Approah road and working platform 300mm sand filling, with minimum 200mm th.metal

& required filling as per site condition by good quality of murrm/Erath & providing NP-3 pipe line for cross darinage where ever reqiured for

passing of water, preparing working platform, material conveyance, mobilization to all location as required including all operations for making

16 approach road to particular working place. Payment shall be made after completion of particular Location. Also after completion of the whole

tower line work, the Agency must have to remove all platforms. approach road etc after instruction of the GETCO officers.

TOTAL SCHEDULE-02 OF PART-B ₹

Service of "Works Contracts" GST @ 18% (SAC 9954) ₹

TOTAL SCHEDULE-02 INCLUDING GST @18% ₹

Special Note: -

The scope of work under this contract shall include but not limited to the following.

1 All item rate includes all necessary charges for making working platform, tools & Plants, Transportation, approach road to Tower location, Royalties, Providing flat ‘C’ Suitable for Earthling before

casting of column etc. required for successful completion of entire pile foundation work.

2 Design of pile foundation is in the scope of bidder. No extra payment shall be given on this account.

3 The cement shall be OPC cement with having ‘C3A content 5 to 8% for all civil works.

4 Grade of concrete shall be M30 having minimum cement consumption of 450 kg per cu. Meter.

5 Mix design shall be done considering “SEVERE” environmental conditions.

6 All concrete shall be done with the help of Digital weigh batcher” FLORI”( Or similar mobile concrete batching plant).

7 Water cement ratio shall be strictly maintained as per approved mix design.

8 For Design and construction of Pile foundation, specification of IS 2911 of Relevant part, Latest revision shall strictly be followed.

9 Integrity test to be done for all piles prior to casting of Pile cap/Raft.

10 Concrete Slump shall be of Very High category of Workability (120-150MM) having appropriate flow of concrete for Pile foundation with Tremie concrete.

11 Pile concrete shall be done with minimum lead time after “ Pile bore “ is accepted & cleared for reinforcement placement and concreting. In no case, Pile bore shall remain open for more than Four

hours after acceptance of bore.

12 Use of Needle vibrator is compulsory for all concrete works except for Pile.

13 Labour charges for setting stub and anchor bolts in RCC Column/Pile cap before casting is inclusive in Tower Fabrication and Erection Item.

14 After completion of work remove platform and road in the river.

15 All rates are inclusive of dewatering.No extra will be paid for the same.