Design and Construction of Main Line Elevated Viaduct from ThakurGanj Metro Station to Vasantkunj Metro Station

Quoted Amount of Schedule A

Quoted Amount of Schedule B

Quoted Amount of Schedule C

Quoted Amount of Schedule D

Note: 1. In case of any discrepancy/dispute in respect of DSR items, the item description, unit and rates of standard DSR shall be applicable.

Name of the Bidder/ Bidding Firm/ Company:

Schedule A: Price of Lump Sum Portion of Work

General Notes (For 5 stations i.e. Agriculture University, Vijay Nagar, Shastri Chowk, Barra-7, Barra-8 - All works as detailed in the tender drawing and / or specified in the Employer's requirement.

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Total Amount in Figures (D1+D2+D3+D4+D5)

GST Amount @ 18%

Total Amount including GST

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

Estimate - SUMMARY SHEET Based on AGCC-07 Rates

Schedule A

Schedule A1: General Works

Schedule A2: Viaduct & Station Works: Concrete & Miscellaneous [V01:Pile Foundation], (V02, &V03 ( Concrete Works for Sub-Structure & Superstructure /Pier Caps], [V04(Precast concrete for super structure], [V05(bearings)], [V06(Misc)], [V07 & V08( open foundation & reinforced concrete ancillary buiding of station)]

Schedule A3:Viaduct & Station Works: {S1}:Reinforced & Structural steel , {S2}: Expansion Joint, tube Well, {S3}: PEB Works

Schedule A4:Shifting of Charted Utilities: [LUMPSUMP AMOUNT]

SCHEDULE-B

SCHEDULE-B1:Shifting of Utilities, Tree Cutting/Transporting, Lidar Survey.Shifting of Utilities, Tree Cutting/Transporting, Lidar Survey.

Schedule B2 (NDSR Items): Architectural finishing, plumbing, External Development including Horticulture works

Schedule C

Schedule C1 (DSR - 2023) Items: Architectural finishing, plumbing, External Development work

Schedule C2 (DSR - 2025) Items: Horticulture & Landscaping)

Schedule C3: Items covered in DSR-2023but not mentioned in Schedule A, B, & C

SCHEDULE D: E&M Works

Part – A : Electrical Works

Part – B : Air- Conditioning Works

Part – C : Fire Detection & Suppression Works

Part – D : Plumbing Pumps & Associated Cabling

Part – E : Building Management System for stations.

GRAND TOTAL (without GST)

Add GST @18%

Grand Total including GST=

ESC per year

Escalation factor

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SUMMARY Head - A1

Sub-head G01: General

Sub-head G02: Geotechnical Works

Sub-head G03: Traffic Signals, Signages etc.

Sub-head G04: Road Development works

GRAND TOTAL OF Head- A1

Schedule A quoted in AGCC-07

Schedule A estimated

quoted at

HEAD -G : GENERAL

Detailed survey along the corridor shall be carried out with the following details:

a) Establishing GPS stations at an interval not more than 2-2.5 Km with one pair at the interval of not more than 200-250 m. The GPS station shall be located on permanent structure or providing and fixing concrete pillar 600 mm x 600 mm x 1000 mm or on building roof free from any displacement disturbance. Stainless Steel (SS) Plate 100 mm x 100 mm x 4 mm with center punch shall be fixed on the top of the station. GPS instrument accuracy shall be minimum horizontal 5 mm + 0.5 ppm and vertical 10 mm + 0.5 ppm in static observation. The base line measurement shall be based on minimum 4 hrs. static observations and other observations shall be with minimum 2 hrs. Static observations.

b) Closed traversing shall be carried out storing in total station Angle and Distance from GPS to GPS with an accuracy of 1: 50000 by observing minimum 3 sets of face right and 3 set of face left. Stations shall be established at an interval not more than 200 m. Closing error shall be distributed with least square method in commercial software compatible to the instrument used for traversing. Traverse pillar shall be established on permanent structure or providing and fixing concrete pillar 400mm x 400mm x 600mm along the alignment. Total station raw data, calculations shall be submitted to the employer along with before and after adjustment co-ordinates in tabular form.

c) Detailed Topographical survey shall be carried out with adjusted traverse co-ordinates. All surface features, ground levels, all underground and over-ground utilities shall be taken. Total Station raw data and calculations shall be submitted to Employer for No Objection. Drawings, raw data and calculations shall be submitted in soft and hard copy.

d) A closed circuit leveling shall be run along the entire route. Maximum length of each loop shall not be more than 5 Km. The accuracy of the leveling will be 12√k, where the k is length of the leveling loop. Digital leveling instrument shall be used to establish bench mark. Raw data from digital level shall be submitted along with adjusted and unadjusted levels in tabular form.

e) For Viaduct portion, survey has to be done 50m from each side of alignment. For station location, survey at Grid of 5m x 5m covering an area of approx. 100m beyond each side of station including area covering entry/exit structure, split concourse, property development etc. for verifying alignment and station footprint, making vertical & horizontal clearances and establishing triangular points and bench mark of the construction of station building, and matching it with the alignment of the approaches at station ends including correction, if any.

f) Establish all control points, traverse, bench mark and TBM. Fixing and Validating Centre line of corridor, GAD and pier locations duly considering feasibility of the pier locations on account of physical site constraints, utilities (by physical verification) and on the basis of Geotechnical Investigation Reports, vertical & horizontal clearances and establishing traverse points and bench mark for the elevated section including modifications, if any, as per drawings. No extra amount will be paid to redo or to re-establish any of the survey points. The work shall be maintained during the Contract Period including the extended contract period till the completion of the work. Rate includes all survey work including preparation of revised GAD in consultation with the Engineer. However, physical verification of utilities and Geotechnical investigations will be paid separately under relevant Schedules.

i. Digital leveling instrument to be used for the work shall have the minimum accuracy of the order of ± 0.3 mm per km double run with least count not more than 0.01 mm

ii.Total station instrument shall have minimum accuracy for:

a) Angle measurements (Hz, V) of the order of 1"

b) Distance measurement of the order of 1mm+2ppm

iii. Payment at 50% of total cost of the item on checking and verification of all control points and submission of drawings and approval of the same by the employer.

iv. Payment at 40% of total cost of the item equally distributed over the duration of the contract and will be paid on pro-rata basis.

v.Payment at 10% of total cost of the item on satisfactory completion of work along with the final bill

Providing temporary barricade and arrangement for traffic diversion such as traffic signals during construction at site, for day and night as per requirement and drawing. This item will be payable only at two stages of construction. First stage involves construction of foundations and substructures: pile, pile cap & pier. The construction of typical superstructure viaduct will not require barricading, however particular superstructure works will need barricading. Second stage involves construction of particular superstructures. In both the stages of construction, the barricading and arrangements for traffic diversion has to be kept continuously. Nothing extra will be paid for dismantling and re-erecting the barricades the traffic signals and other arrangements at the same place/stretch.

The construction barricading will be limited to a width of 8.0m (outside to outside of barricading). This can be increased at specific locations with approval of Engineer.

(i) 2m height

(ii) 1m height

(Note: Barricading may be required to be shifted laterally number of times but the same will be paid only once.

The Payment schedule for item 2 shall be as follows:

(Note: Barricading may be required to be shifted laterally number of times but the same will be paid only once.

The Payment schedule for item 2 shall be as follows:

(i) On completion of Piling, Pile cap, open foundation and piers as approved by Engineer- 70% of accepted amount.

(ii) After completion of all activities of Viaduct including removal of barricades and restoration of site with latest specification and as per the instructions of the Engineer, 30 % of accepted amount.

(iii) Once barricade has been provided and work started, removal of barricade is not permitted till completion of viaduct including construction of pile, pile cap, pier and pier caps. Erection of girders, segments till completion of entire super structure.

(iv) While erecting barricade, the bottom gap between barricade and road should be plugged with cement concrete from inside.

(v) There should be minimum openings at the end of barricade to allow access of lorries and machine to site work area. Even these spacing should have proper opening/closing arrangements.

(vi) Adequate blinking lights on barricade during night time must be ensured. The cost of this item should include provision for power pack/ Genset etc. so as to ensure the blinking of lights in night time as long as barricades are in position at the work spot.

(vii) After completion of the entire work, the release barricades will be the property of the contractor and he is also responsible for shifting all such release materials away from the site.

Note: 1 Running m = 1m LHS + 1m RHS

Note: 2 At Station location, where baricading periphery is not uniform the measurement shall be taken as half the total baricading perimeter.

Provide furnished site office, as per the drawing and specifications, for the use of Site Engineer and his supporting staff

TOTAL OF G01

Drilling 150mm dia boreholes in all types of soil including by using tripple tube core barrel. Item includes (a) Mobilisation of machinery wireline hydraulic rigs and other necessary equipment required for completion of the work, (b) Setting up machinery, shifting etc (c) Conducting Standard Penetration Tests (SPT) at 1.5 m intervals, (d) Vane shear test at 1.5 m intervals in the very soft strata, (e) Collection of undisturbed samples at 1.5 m intervals alternate to SPT. (f) Disturbed samples. (g) recording ground water table and collecting samples for testing (h) Field permeability test at every 5m interval or at change of strata in boreholes at station locations

TOTAL OF G02

Traffic Signals, Signage's & other Traffic aids (This shall include item no 1(i) to 1(vii))

(i) Providing and fixing of retro-reflective traffic sign boards using high intensity Retro Reflective Sheeting (encapsulated lens type) as recommended by IRC and MOST on 2 mm Alumimum Substratre properly processed on front side of Aluminium Substrated with Pressure sensitive Heat vacuums applicator. Logos and Borders may be out of cut- sheet or screen printing with appropriate ink which should also have 4 years warranty. The Retro-Reflective traffic sign boards using high intensity Tape should have M.S. angle support of size 25 x 25 x 3 mm or 35 x 35 x 4 mm depending upon the size.

(ii) Providing and fixing and maintaining the road infrastructure during executions, refixing as where required.

(iii) Road delineator – Supply of Rectangular Metal Delineator ( Black colour Rectangular Delineator with High Intensity Reflective Sheet)

Height : 1200 mm approx.

Size : 100 x 40 mm rectangular

Reflective : 1 No. Band of 120 mm High Intensity Grade Red

Colour Reflective tape and 3 Nos . Bande of 150 mm white colour paint.

(iv) Portable Signage – Supporting of Retro-Reflective Sign Board of size 900 mm Triangular or 60 mm Dia Circle or 90 x 600 mm by using high intensity Retro Reflective Sheeting on 2 mm thick Alumimum Substrate with M.S. Back Support frame.

(v) Reflective lights – Hazards warning Blinkers both sides (Rechargeable with 2 Nos. sealed maintenance free Batteries)

(vi) Traffic Cones

Square Base Cone with heavy base of size 390 mm x 390 mm

Height : 705 mm

Cone Colour : Red colour (UV stabilised )

Body Material : Low Density Poly Ethylene

Reflective Part : 1 No. White colour Engineering Grade Reflective band of 125 mm width all around.

Note: - The specifications given in this BOQ item are not complete. In addition the items shall comply with the regulations and Tender Technical Specifications. After completion of the entire work, all the items will be the property of the contractor and he is also responsible for shifting all such release materials away from the site.

(vii) Deployment of adequate manpower for 8hrs shift for day and night management of traffic at intersection, roadway influenced by contractor and traffic diversions at various levels.

(a) In-charge (minimum 1)

(b) Supervisor (minimum 4)

(c) Traffic Guards (minimum 50 man-days per day)

Note-1: The deployment to be done with prior approval of UPMRC. The personnel at (a), (b) & (c) above should be familiar with traffic rules and regulations the traffic signals and road delineators shall be placed as per approved plan and shall be prepared as per relevant code and Traffic police guidelines. The payment of such item would be made on per running meter basis of the completed length.

Note-2: The stage payment for the item is as follows:

(i)Submission and approval of the Traffic Management plan form UPMRC and deployment of the traffic marshal and traffic signage's etc, along the stretch.-

10% of the accepted rate For e.g.: If initially a starch of 5 Km is taken up for construction the payment to be made will be = 5000 x Accepted rate x 10/100.

(ii) Completion of the Piling work and Pile cap work- 30% of the accepted rate

(iii) Completion of Pier and pier cap work- 30% of the accepted rate

(iv) Completion of Launching of U Girder- 10% of the accepted rate

(v) Completion of entire work and restoring the Traffic to the original condition.-20% of the accepted rate

TOTAL OF G03

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer- in-Charge

40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler@ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

TOTAL OF G04

TOTAL OF HEAD G

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SUMMARY Schedule A2

Sub-head V01:Pile Foundation of Station and Viaduct

Sub-head V02: In-Situ Concrete Works for Sub-Structure

Sub-head V03: In-Situ Concrete Works for Superstructure/ Pier Caps

Sub-head V04: Precast Concrete Works for Superstructure/ Pier Caps

Sub-head V05: Bearings

Sub-head V06: Station and Viaduct Miscellaneous Items

Sub-head V07: Open Foundations Ancillary Buildings of Station

Sub-head V08: Concrete - Reinforced Ancillary Buildings of Station

GRAND TOTAL OF Schedule A2

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

Schedule A2: VIADUCT- STRUCTURAL WORKS

Rate shall include filling of tubes after sonic test using standard cement non-shrink mortar before casting of pile cap/ transition block . The item includes drilling and socketing in rock at required depth. The item shall also include the cost of polymer to be used for stabilisation of bore. Note: 1000 mm dia or 1200 mm dia multiple pile foundation will be implemented. The lengths of each pile diameter shown in tender purpose drawing is indicative only and may vary in Detailed Design stage.

Note: Contractor shall locate suitable place for dumping waste material at his own cost and risk.

NOTES

(A) The scope of work in the above item includes.

a) All incidentals, labour, material and equipment and works required to execute and complete the job.

Measurement :-

(i) 1200/1000 mm dia pile (2.5 times the theoretical design vertical load capacity of 400t, the test arrangements to be designed shall cater for additional 25% above test load)

1200/1000 mm dia pile (2.5 times the theoretical design lateral load capacity of 25t )

1200/1000 mm dia pile (1.5 times the theoretical design vertical load capacity of 500t.)

1200/1000 mm dia pile the hammer weight shall be minimum of 1% to 2% of the test load (i.e. 1.5 times the theoretical design vertical load capacity of 500t)

1200/1000 mm dia pile (1.5 times the theoretical design lateral load capacity of 25t )

Pile cap including excavation through existing concrete and water bound macadam road /bituminous road / cement road of all thicknesses including dismantling other structures, dead utilities etc. and soil including dewatering, pumping and bailing out water, strutting and shoring etc. This item also includes formwork and backfilling in foundation including watering, compacting with a vibratory plate compactor and loading, leading and disposal of surplus excavated material using lockable and covered trucks so as to ensure that during transportation the carried material does not spill out. The item includes disposal of earth, muck, slush released from piles, top cutted portion of pile at contractor's own identified disposal ground for all leads. Reinforcement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer.

Measurement shall be considered only the total volume of pile cap concrete (excluding PCC below pile cap)

(a) + back filling with coarse sand - PILE CAP QUANTITY

(b) less over (a) above for back filling with excavated material

TOTAL OF V01

TOTAL OF V02

Extra for using M55/20 concrete (cement as per technical specification) instead of M 50/20 concrete in Portal girder.

Extra for using M55/20 concrete (cement as per technical specification) instead of M 50/20 concrete in Portal girder.

Extra for using M60/20 concrete (cement as per technical specification) instead of M55/20 concrete in Portal girder.

TOTAL OF V03

Note: Item no 3 & 4 shall be operated when U-Girder being launched by Crane. The launching shall be preferably done at night. The payment schedule for item no. 3 and 4 shall be as follows:

(i) On submission of Method statement, i.e. detailed design, working drawings of casting yard, formwork, staging, stacking yard, EOT cranes etc. and approval of the same by Engineer - 0.5% of accepted amount for item no. 3 above.

(ii) Providing Casting Yard, formwork, staging, stacking yard, batching plant, covered shed for casting beds, installation of T & P etc., curing arrangement and casting of one mock up full span 27m long and its approval - 15% of accepted amount for item no. 3 above.

(iii) Providing and casting pre-cast spans in simply supported spans as detailed in item 7 above - 50% of accepted rate for item 7 above till the amount paid vide i & ii above is adjusted, thereafter at accepted rates.

(iv) On submission of Method Statements, i.e., detailed design and shop drawings for all temporary equipments and approval of the same by the Engineer - 0.5% of accepted amount for item no. 4.

pile cap including excavation through existing concrete and water bound macadam road /bituminous road / cement road of all thicknesses including dismantling other structures, dead utilities etc. and soil including dewatering, pumping and bailing out water

(vi) Transporting and erecting in position of pre-cast spans of simply support span detailed in items no. 4 - 40% of accepted rates for amount no. item no. 4 till the amount paid vide iv & v above is adjusted thereafter at accepted rates.

The payment schedule for item no. 9 and 10 shall be as follows:

(i) On submission of Method statement, i.e. detailed design, working drawings of casting yard, formwork, staging, stacking yard, EOT cranes etc. and approval of the same by Engineer - 0.5% of accepted amount for item no. 5.

(ii) Providing Casting Yard, formwork, staging, stacking yard, batching plant, covered shed for casting beds, installation of T & P etc., curing arrangement and casting of one mock up I-Beam and its approval - 15% of accepted amount for item no. 5.

(iii) Providing and casting I-Beam as detailed in item no. 5 - 50% of accepted rate for item no. 5 till the amount paid vide i & ii above is adjusted, thereafter at accepted rates.

(iv) On submission of Method Statements, i.e., detailed design and shop drawings for all temporary equipments and approval of the same by the Engineer - 0.5% of accepted amount for item no. 5.

(v) Mobilisation of cranes, trailors, etc. and erection of one I-Beam - 10% of accepted amount of item no. 10 for mobilizing all erection equipments.

(vi) Transporting and erecting in position as detailed in items no. 6 - 40% of accepted rates for amount of item no. 6 till the amount paid vide (iv) & (v) above is adjusted thereafter at accepted rates.

Providing, pre-casting and curing precast Kerb Stone (cement as per technical specification) of M25 grade formedian work. Reinforcement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer. Rate includes provision of sacrificial formwork for casting of kerb stone.

Static Load Test of Steel composite span – Load testing of full Superstructure span at site, erected in position, including arrangements for applications of serviceable vertical load for measuring deflection and calculating rotations and submitting a report upto maximum load of 380T. The sequence of placement, position of loading, means of loadings to be applied on structure during test, additional measures to be carried out (such as temperature measures) shall be as directed by the Engineer. The rate shall include the cost of 25% variation of load. - Note: The scheme of load testing shall be given by contractor.

TOTAL OF V04

(i) For horizontal bearings below U-beams/Concrete I beams/Steel Beams – Providing, fitting and fixing in position true in line and level elastomeric bearings, complete in all respect with all components, materials, equipments etc. as per technical specification except cost of steel wedges, which will be paid as per item V06-2(v).

TOTAL OF V05

(i) Viaduct portion – Providing & fixing of HDPE corrugated double wall rain water pipes in pier cap including down take pipes, bends, couplers, upper receiving cap etc. up to bottom of pier as specified in drawings.

(a) 100mm Dia

(b) 150mm Dia

(c) 200mm Dia

(d) Upper receiving cap -( hot dipped galvanised @650 g/m^2 steel) for 150mm Dia pipe

Expansion Joint

TOTAL OF V06

Open foundation, basement Slab, Ancillary Building Foundation Slab, retaining wall Bottom Slab including excavation through existing water bound macadam road / bituminous road / concrete road of all thicknesses including dismantling other structures , dead utilities etc. and soil including dewatering , pumping and bailing out water , strutting and shoring etc .Item also includes the cutting in rock (of all types and strength) if the sound rock is available at shallow depth This item also includes formwork and backfilling in foundation including watering, compacting with a vibratory plate compactor and loading, leading and disposal of surplus excavated material using lockable and covered trucks so as to ensure that during transportation the carried material does not spill out. Max lead to dumping ground will be all leads (average anticipated lead will be 10km). Reinforcement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer.

Measurement shall be considered only the total volume of footing concrete (excluding PCC below open foundation)

(a) back filling with sand

(b) less over (a) above for back filling with excavated material

TOTAL OF V07

Providing M 40/20 concrete (cement as per technical specification) for structural elements at all levels like slabs, beams, shafts, walls, columns, pits etc., including centering, steel shuttering, scaffolding and all related operations as required to complete the work as specified in drawings. Reinforcement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer. Rate shall Include sacrificial formwork / metal deck sheet, etc for casting of slabs, beams, etc. using of steel material for shuttering with suitable pads required for architectural finishes & steel props Including of providing grooves, chamfers, moulding, cut-out etc. with suitable arrangement In the formwork (Doka or equivalent), placing in proper position all types of inserts (contractor's or those provided by others), shear connectors etc. complete as per drawings, specifications and as directed by the Engineer. The rate shall also Include construction joints as per specification and providing approved wire mesh/weld mesh at such location as approved by Engineer or as shown in drawings.

Providing M 50/20 precast concrete (cement as per technical specification) for structural elements at all levels like slabs, beams, shafts, wails, columns, pits etc., including centering, steel shuttering, scaffolding and all related operations like transportation, erection, placing etc as required to complete the work as specified in drawings. Reinforcement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer. Rate shall Include using of steel material for shuttering with suitable pads required for architectural finishes & steel props Including of providing grooves, chamfers, moulding, cut-out etc. with suitable arrangement in the formwork (Doka or equivalent), placing in proper position ail types of inserts (contractor's or those provided by others), shear connectors etc. complete as per drawings, specifications and as directed by the Engineer. The rate shall also Include construction joints as per specification and providing approved wire mesh/weld mesh at such location as approved by Engineer or as shown in drawings.

(a) for precast beams at concourse level of stations

TOTAL OF V08

TOTAL OF HEAD-V

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SUMMARY HEAD-A3

Schedule A3:S-1 REINFORCEMENT AND STRUCTURAL STEEL

Sub-head S(a): Reinforcing and Pre-Stressing Steel

Sub-head S(b): Structural Steel

GRAND TOTAL OF Sub-head-S1

Schedule A3:S-2 ELEVATED STATIONS

Sub-head S(c): Miscellaneous

GRAND TOTAL OF Sub-head-S-2

Schedule A3:S-3 PEB Works

Sub-head S(d): PEB works

TOTAL OF Sub-head S-3

Total OF Schedule A3:(S1+S2+S3)

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

HEAD-S-1 : REINFORCEMENT AND STRUCTURAL STEEL

(i) No extra payment shall be made for lap joint welding in pile reinforcement.

(ii) For other structural members, lap joints are permitted for bar diameter <= 25 mm as directed by Engineer. However no extra payment shall be made for the lap the cost of which is deemed to be included in the rates.

(iii) The cost quoted should cover all welding and providing mechanical couplers, etc., complete.

(i) Strands

(ii) HDPE debonding tubes for prestressing strands (to be cut off flush to concrete after casting), epoxy based sealing compound at edges of strand and epoxy putty to avoid slurry ingress during concreting. The quantity given is the net length of tubes without extra tube length required during construction. Rate includes filling HDPE tube with grease as specified in ASTM.

(i) Strands

(ii) Corrugated HDPE duct - 107mm ID

(iii) Anchorages for 19K15 cable.

(i) Strands

(ii) Corrugated HDPE duct - 107mm ID

(iii) Anchorages for 19K15 cable.

TOTAL OF S(a)

Note: Some inserts fabricated by other agencies which have to be incorporated in the precast spans / piers / pile cap / pile would have to be handed over to the contractor for placement and fixing in the reinforcement cage / shuttering before concreting. No extra payment will be made for such inserts.

TOTAL OF S(b)

TOTAL OF Schedule A3:S-1

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SUMMARY HEAD-S-2 Stations- Structural Works (for items not covered in Schedule- B)

Sub-head S(c): Miscellaneous

GRAND TOTAL OF HEAD-S-2

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SCHEDULE- A3:S-2 (Elevated Stations)

EXPANSION JOINTS:

Providing and installing in position approved building expansion joint at floor level consisting of aluminium extrusions, anti-skid serrated top plate (Straight/Curved) with vapour barrier, sealant etc. to be installed in structural gap varies from 50mm to 200mm as per details.

(a) Type 1

Expansion/Contraction = +50mm/-50mm

Vertical seismic movement = +10mm/-10mm

Providing & filling sheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment.

(b) Aluminium fluted strips 3.15mm thick & 200mm wide

Polysulphide Sealent:

Providing and applying polysulphide sealent incl back up material in the form of round shape Polyethylene foam at both faces of expansion joint in parapet.

(i) For 50mm gap at expansion joint location

NON SHRINK GROUT:

Proving and pouring non-shrink grout for grouting of holding down bolts of columns and under base plates etc. complete as directed by Engineer.

Supplying and application of Water proofing as per below specification with 15 Years of warranty as per following specification

Surface Preparation : Proper cleaning, Grinding of surface , repair of pot holes, removal of depilated concrete portions, repair of potholes, honeycomb portions, with PMM prior with bond coat of Master Emaco SBR2. @ 2litre/50kg cement bag

Sealing of construction joints: Cutting v groove min 15-20 mm deep chase at the junction of walls and slab corner line, filling the same with PMM prior with bond coat of Master Emaco SBR2. @2 litre/ 50 kg cement bag, also making of coving at corners of size 200 mm in required round shape

Injection Grouting: Thur GI Nozzles of dia 12 mm with NSG based, cement slurry only, making of hole, fixing of nozzles, grouting of waterproofing non shrink slurry with 40 psi manual injection grouting pump

Applying Master Protect 180 two component epoxy resin system, comprising pigmented base and a coating, which cures to a semi glossy, ultra dense hardener, specifically formulated to protect concrete. It yields a high build , chemical resistant protective surface that is easily cleaned, hygienic and safe for contact with foodstuff and potable water

CONSTRUCTION of 200/150 MM SIZE TUBE WELL WITH 7.5 H.P SUBMERSIBLE PUMP AT LOCATION DECIDED BY ENGINEER INCHARGE.

b. Erection, Dismantling and shifting (from station to station) of Rig Machine

a. 200 MM dia MS ERW Housing pipe having wall thickness 6 MM

b. 150 MM dia MS ERW Blind pipe having wall thickness 5 MM

c. 150 MM dia MS ERW Slotted pipe

a. Transportation of Air Compressor

b. Erection of Air Compressor

c. Running of Air Compressor

TOTAL OF SCHEDULE - S(c)

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

Summary Head S-3 (PEB ITEMS)

PEB Works

TOTAL OF Head S-3

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SCHEDULE-S-3 (PEB ITEMS)

Designing, providing, fabricating, transporting, erecting and securing in position prefabricated structural steel roof work for Elevated stations building complete-as per specifications, approved shop drawings and / or as per instructions. Work under this item would generally cover all structural steel work for roof in the stations, including roof portals, Purlins, runners gutters etc. in thestation steel roof structure (but excluding down take pipes and sheeting on roof as per specification) along with provision for attachment Structural Supports for all fixing E&M and Signalling / Telecommunications equipments in the station steel roof structure. Work to include all intermediate stages of activities not defined herein, but otherwise implied for total completion of work. Cost to include but not be limited to, all materials including wastage, all consumables, fasteners of all types for both temporary and permanent stages of work, all temporary stays, labour, temporary works including staging, scaffolding, tools, plant and equipment, and additional costs of all incidentals and necessary testing of material, workmanship etc including cost of painting as per specifications. ( Measurement will be on plan areas along outermost edge of station roof including gutters for individual stations & For variation of height increasing/decreasing by 0.5 m over the stipulated height of building, no extra payment shall be made.)

shall include cost of executing the work for Bolts of all diameters and lengths.

PEB Roofing works as per item no. 1 for main roof of Elevated Stations for payment purpose please refer "payment schedule stages for PEB work"

PEB Roofing works as per item no. 1 for entry structures roof of Elevated Stations for payment purpose please refer "payment schedule stages for PEB work"

Providing and fixing single skin Hi-Rib (Crimp curved) profiled sheeting 1000-1020 mm cover width, 28-30 mm crests @200-250 mm c/c manufactured out of 0.50 mm TCT (Total coated thickness) Hi- tensile galvalume steel. The sheets shall have wide pans with 2-3 nos. stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlins support and anti- capillary flute in side lap. The sheets shall have a hot-dip metallic coating of ZINC and Aluminium (150 gms/sq.m. zinc/alum. Coating mass total on both sides. AZ-150 as per AS 1397), 330Mpa to 550 Mpa yield stress, providing PVDF coating of approved colour of total thickness of 35 microns comprising of 20 microns exterior coat of PVDF over 5 microns PU back coat over 5 micron primer coats on both surfaces including side and end laps and using 8mm galvalume hex self- drilling. Item to include curved sheets and crimping also. Rate shall include providing fasteners on each crest of sheets for connection with purlins and seam bolts etc. measured per unit of laid areas.

Measurement will be made in sqm of laid area.

As per item No.2 for Roof Sheeting / Side Cladding including all flashings, overlaps etc. complete in all respect.

Providing, supplying, erecting and fixing in position 3mm thick corrugated clear Polycarbonate sheets of approved make texture and colour for Sky light. The corrugation Profile shall match with the profile of roof sheets as listed out in item 2 above, including capping and fixing to roof sheets and steel girts by same fasteners as used by roof sheeting, minimum end laps of 200 mm sealing of laps with silicon sealant, water tight complete in all respects, Contractor shall give 20 years guarantee for Polycarbonate sheets against discolour and disintegration of sheets, and leakage across laps, fastener etc. (Payment shall be made on laid plan area of polycarbonate sheet. Overlap shall not be measured and only cutout dimension shall be measured for payment)

Providing, fabricating to required profile and shape, transporting, erecting and fixing in position Structural steel (conforming to IS:2062 Grade B ) including procurement of all raw steel materials, bolts, nuts & washerincl. its testing, allowance for all types of wastages, straightening, cutting, bending of section wherever specified, drilling holes, bolting, provision of necessary tools, testing etc. The rate shall also include required surface preparation for application of all coats of shop and site primers and paints as specified. The rate Shall also include preparation of complete detailed fabrication drawings base on the design drawings, required for all permanent and temporary structures and their approval from Engineer - in - charge prior to execution. The rate shall also include provision and installation of base plate, anchor bolts (measured in tonnes) etc as per drawings and specifications.Any temporary support, Staging braces, strutting, tying or anchor bolt, black bolts, fasteners, welding required to withstand the stresses of erection and carrying of plant and equipment's are to be included in the rate.

As per above item for any additional structural connections for signage's, or required by the system contractors using standard plate sections welded & built-up sections, tubes, square, rectangular pipe section, rolled sections such as angle, channels etc.(Note: Only for additional structures during execution as per instruction of the Engineer-in-Charge).

Providing, fabricating and fixing MS downtake pipes for drainage of water from gutter at roof level to gutter at platform and from staircase roof to local drain in proper line and level including all bends, painting with epoxy paint all complete as per specification and Engineer-in- Charge.

PIPE 80 MM DIA

PIPE 100 MM DIA

PIPE 150 MM DIA

PIPE 200 MM DIA

Total of PEB items

PAYMENT SCHEDULE STAGES FOR PEB WORKS

A) Stage Payment for item 1 of BOQ:

Area of station PEB is taken 2323 sqm and qty is 117 MT.Rate will be revised on prorata basis If there is any change in area and weight.

The item (I) & (ii) above shall be against the Bank Guarantee duly executed in a form acceptable to the employer for an amount equivalent to the payment. The payment for item (iii) shall be against an indemnity bond duly executed in a form acceptable to the employer.

The Bank Guarantee shall be initially be valid for a minimum six months. It should be subsequently extended from time to time depending upon the progress of work.

The Bank Guarantee shall be Released to the extent to the fabricated material reaches UMRC site on completion of activity (iii) in good condition and certified by engineer in charge to this effect.

(B ) Payment for items other than item no.1 BOQ.

For item other than item no.1 of BOQ, payment shall be based on completed quantities as per the unit rate quoted by the tenderers for the respective items.

SCHEDULE B

Tenderers should quote the percentage above (+) / below(-) or at par both in words and in figures over the Basic Amount given below(in Indian Rupees only)

Item No.

Total

Part I: Lumpsum Portion of Works

SUMMARY SCHEDULE A

The payment would be governed by the stage payment schedule as detailed below:

Overall percentage 100% i.e., estimate lumpsum price has been divided in three Heads. The percentage breakup of cost component of Head 'G' General is 5% of lumpsum estimated price. Head 'V' Viaduct is 58 % of lumpsum estimated price and Head 'S' Stations are 37 % of lumpsum estimated price.

Percentage (%) breakup of Lumpsum quoted price of 'Schedule A'

Total =

Summary Head 'A1'

The payment would be governed by the stage payment schedule as detailed below:

Sub Head

Head- A1 (General)

Note To be paid quarterly on pro-rata basis

Note In case of handing over of Roads in phases, the payment shall be made on pro-rata basis.

Total=

Note: The value of each sub-head shall be 5% of lumpsum quoted price multiplied by the respective percentage in Y.

e.g.- for subhead A1.1, the value is 5% of lumpsum quoted price multiplied by 15%.

Summary Head 'A2'

The payment would be governed by the stage payment schedule as detailed below:

Sub Head

Head- A2 (Viaduct)

Total=

The value of each sub-head shall be 58% of lumpsum quoted price multiplied by the respective percentage in A2. e g. for subhead A2.1.1.1, the value is 58% of lumpsum quoted price multiplied by 14%.

In case of variation in the length of viaduct on either side, i.e., increase or decrease, the total value of viaduct, i.e., 58%, will get modified accordingly on prorata basis for payment purpose.

The successful Contractor will submit a quantity schedule for the work as per the details finalized by them for the components listed above. Unit payment of the items shall be governed by the Quantity schedule within the total % payment specified against that item. For example, if there are 'N' number of pile groups in the viaduct, the payment due on completion of individual pile group would be 0.58 x 0.14 x Y/N

The quantity schedule after being approved by the Engineer will be used for making all stage payments. The Contractor should note that while stage payment will be governed by the quantity schedule, total cost of the 'Lump Sum’ component would remain unchanged for the specified work subject to adjustment for the length of the viaduct.

These percentages may be further distributed after approval of the Engineer. Proposal for the same shall be submitted by the contractor. The decision of the Engineer, in this regard, shall be final and binding.

Summary Head 'A3'

Head – A3 (STATIONS) - (For 5 stations i.e. Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj - All works as detailed in the tender drawing and / or specified in the Employer's requirement.

(The Value of percentage of sub-head 'Y' restricted to the 'X' value of each sub-head).

Head – A3 (STATIONS) -(For 5 stations i.e. . Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj

The Station Head – A3 is further sub-divided in two heads I.e. A3.1 & A3.2

Head A3.1 - (Stations) (For 5 stations i.e. Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj as detailed in the tender drawing and / or specified in the scope of work.

Head A3.2 - For PEB Work of 05 No. Stations as detailed in the tender drawing and / or specified in the scope of work.

General Notes (For 5 stations i.e. . Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj - All works as detailed in the tender drawing and / or specified in the Employer's requirement.

Summary Head "A-3.1& A-3.2"

(The Value of percentage of sub-head 'Y' restricted to the 'X' value of each sub-head).

Head A3.1 - (Stations) (For 5 stations i.e. . Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj as detailed in the tender drawing and / or specified in the scope of work.

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

TOTAL

Head A3.2 - For PEB Work of 05 No. Stations as detailed in the tender drawing and / or specified in the scope of work.

Part I: Lumpsum Portion of Works

SUMMARY SCHEDULE A

The payment would be governed by the stage payment schedule as detailed below:

Overall percentage 100% i.e., estimate lumpsum price has been divided in three Heads. The percentage breakup of cost component of Head 'G' General is 5% of lumpsum estimated price. Head 'V' Viaduct is 58 % of lumpsum estimated price and Head 'S' Stations are 37 % of lumpsum estimated price.

Percentage (%) breakup of Lumpsum quoted price of 'Schedule A'

Total =

Summary Head 'A1'

The payment would be governed by the stage payment schedule as detailed below:

Sub Head

Head- A1 (General)

Note To be paid quarterly on pro-rata basis

Note In case of handing over of Roads in phases, the payment shall be made on pro-rata basis.

Total=

Note: The value of each sub-head shall be 5% of lumpsum quoted price multiplied by the respective percentage in Y.

e.g.- for subhead A1.1, the value is 5% of lumpsum quoted price multiplied by 15%.

Summary Head 'A2'

The payment would be governed by the stage payment schedule as detailed below:

Sub Head

Head- A2 (Viaduct)

Total=

The value of each sub-head shall be 58% of lumpsum quoted price multiplied by the respective percentage in A2. e g. for subhead A2.1.1.1, the value is 58% of lumpsum quoted price multiplied by 14%.

In case of variation in the length of viaduct on either side, i.e., increase or decrease, the total value of viaduct, i.e., 58%, will get modified accordingly on prorata basis for payment purpose.

The successful Contractor will submit a quantity schedule for the work as per the details finalized by them for the components listed above. Unit payment of the items shall be governed by the Quantity schedule within the total % payment specified against that item. For example, if there are 'N' number of pile groups in the viaduct, the payment due on completion of individual pile group would be 0.58 x 0.14 x Y/N

The quantity schedule after being approved by the Engineer will be used for making all stage payments. The Contractor should note that while stage payment will be governed by the quantity schedule, total cost of the 'Lump Sum’ component would remain unchanged for the specified work subject to adjustment for the length of the viaduct.

These percentages may be further distributed after approval of the Engineer. Proposal for the same shall be submitted by the contractor. The decision of the Engineer, in this regard, shall be final and binding.

Summary Head 'A3'

Head – A3 (STATIONS) - (For 5 stations i.e. Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj - All works as detailed in the tender drawing and / or specified in the Employer's requirement.

(The Value of percentage of sub-head 'Y' restricted to the 'X' value of each sub-head).

Head – A3 (STATIONS) -(For 5 stations i.e. . Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj

The Station Head – A3 is further sub-divided in two heads I.e. A3.1 & A3.2

Head A3.1 - (Stations) (For 5 stations i.e. Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj as detailed in the tender drawing and / or specified in the scope of work.

Head A3.2 - For PEB Work of 05 No. Stations as detailed in the tender drawing and / or specified in the scope of work.

General Notes (For 5 stations i.e. . Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj - All works as detailed in the tender drawing and / or specified in the Employer's requirement.

Summary Head "A-3.1& A-3.2"

(The Value of percentage of sub-head 'Y' restricted to the 'X' value of each sub-head).

Head A3.1 - (Stations) (For 5 stations i.e. . Thakurganj, Balaganj, Sarfarajganj, Musabagh & Vasantkunj as detailed in the tender drawing and / or specified in the scope of work.

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

a) Thakurganj Station

b) Balaganj Station

c) Sarfarajganj Station

d) Musabagh Station

e) Vasantkunj Station

TOTAL

Head A3.2 - For PEB Work of 05 No. Stations as detailed in the tender drawing and / or specified in the scope of work.

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SUMMARY OF Schedule B1: - Diversion of Utilities/ Miscellaneous

Annexure - A : Civil & Plumbing Utilities

Annexure - B : Electrical Utilities

Annexure - C : Telecom Utilities

Annexure - D : MISCELLANEOUS

TOTAL OF SCHEDULE - B1 with out GST

Total utility amount executed in KNPCC-07=

earlier

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SCHEDULE- B-1

Annexure A – Civil & Plumbing Utilities

Taking out and transportation of C.I/M.S/P.S.C/H.S. pipes including disjointing and transportation up to all lifts and a lead of 5km.

Providing and laying S&S NP-3 RCC, pipes manufactured by using sulphate resistant cement including jointing with rubber ring and filling joints with cement mortar 1:2

Providing and laying S&S NP-4 RCC pipes manufactured by using sulphate resistant cement including jointing with rubber ring and filling joints with cement mortar 1:2

Plugging of water main with balloon of adequate size by inflating with air compressor including transportation of air compressor at site

Plugging the total sewerage from the existing sewer line so as to reduce the drainage of sewer line to minimum in wet and foul condition by placing gunny bags filled up with earth and stacked properly including supplying and laying the filled up gunny bags up to full length and required height as directed by Engineer and subsequent removal of the same after completion of the job to the entire satisfaction of the Engineer-in-charge, including pumping & bailing out of the water complete.

Plugging the total storm water drain from the existing storm water line so as to reduce the drainage of storm line sewer line to minimum in wet and foul condition by placing gunny bags filled up with earth and stacked properly including supplying and laying the filled up gunny bags up to full length and required height as directed by Engineer and subsequent removal of the same after completion of the job to the entire satisfaction of the Engineer, including pumping & bailing out of the water complete.

Providing lead caulked joints including the cost of pig lead supply and fixing of rubber gaskets welding, and cutting of MS pipes and specials, including the cost of H/P of T&P at site (For water mains at interconnection point / Y-tee/ valve) including cost of dewatering.

Supply and installation of MS pipe (6 mm thick) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally with a tolerance of 6" in gradient by trenchless technology method at an average depth of 5 mtrs below the road level including excavation & filling of pits, dewatering arrangements, supporting systems for soil, including the approval from the concerned department. The firm will also supply the test certificate w.r.t M.S. Pipe, design of PV coating etc. The work also involves underground mapping of services, barricading, installation of flickering lights etc., clearing site in all respects after submitting CCTV survey report from u/s to d/s, connection manholes along with the site of drawing showing work complete in all respect.

Providing and laying of 100 mm GI pipe, medium class, Jindal make, with all accessories like bends, sockets, etc all complete

P/L of MS pipe of 10 mm wall thickness on agreed line and grade (as per IS: 3589 and made from steel confirming to IS: 2062) the steel pipe surface internal and external shall be blasted to near white and then coated with solvent less P.U. coating of nominal 750 microns and nominal 1000 microns on exterior and interior surface respectively all approved/used by railway/DDA's/RDA's project for sewer and water lines with design and construction of Man holes at approximate 30 meter interval or required distance with trenchless construction technique below the water table preferably without the need of dewatering, Accuracy of level at required gradient/slope to be achieved by use of Laser/CCTV controlled by suitable equipment. .In the last pit, the equipment to be positioned at surface in a single traffic lane. The work shall be done in such a manner that it will not disturb the smooth movement of traffic. The item includes excavation of trenches and recovery pit and backfilling after work completed at the site of work mobilization and demobilization of equipment consumable etc as needed to complete the work and cleaning of site complete including disposal of surplus earth within 10 km lead and making water and manhole connections. Traffic control arrangement and lighting display of sign board. Insurance of work man etc complete including removal of all hindrances, unforeseen items permission of other dept. (dept. shall only assist in getting permissions etc.) nothing extra shall be paid on this account to complete the job.

Providing and laying MS pipes/barrels made out of required thickness MS plate Including painting with epoxy paint of approved quality outside and inside tested to a head of 15kg/cm square suitable for welding joints conforming to IS 3589-1981, IS 784-1974 including testing of the specified head as directed by the Engineer.

Providing and laying MS special such as tees, bends, collars, tails pieces etc made out of required thickness MS sheet including painting with epoxy paint of approved quality outside and inside tested to a head of 15kg/sqcm suitable for welding joints conforming to IS 3589-1981, IS 784-1974 including testing of the specified head as directed by the Engineer.

Providing H.S. Pipe, made out of 6 mm thick MS plate with inside cement mortar lining of 25 mm thick and 25 mm thick outside coating as per IS :1916 of following diameter

Laying H.S. Pipe, made out of 6 mm thick MS plate with inside cement mortar lining of 25 mm thick and 25 mm thick outside coating as per IS :1916

Providing and fixing IVC brand 400 mm dia D/F non- return / check valve of PN 1.0 rating having Body/Door of CI Gr. 20, TRUNNION shaft AISI 410, Face & Seat ring of GM i.e. metal to metal seat & not Rubber to metal, generally confirming to IS: 5312, Flange flat face drilled to ISI 538 Part IV & VI/BS 10 Table "D"

Providing and fixing CI D/F Sluice Valve with S&S ( IS 6603 12 Sr 12) stain and gun metal Parts confirming to IS 14846 of approved make/ of approved brand ( with cap ) in the existing pipe with bolts, nuts, rubber insertions etc. complete and as per the direction of Engineer

Providing and fixing CI double acing air valve of approved quality with bolts, nuts, rubber insertions etc (the tail pieces tapers etc if required will be paid separately.

200 mm dia.

Providing and laying MS pipes of required dia and thickness of MS palte confirming to IS 2062, interior lining with cement mortar surface treated with coating and wrapping confirm to IS: 3589-2001, IS : 10221-1982,IS :11909-1986 specifications i/c all leads and lift complete as per direction of the Engineer –in –charge.

Pumping out water by deploying (below mention pumps) I/c. Disposal of pumped water for any lift into municipal drain.

Brick-work with sewer brick in 1:4 cement mortar (1cement:4 coarse sand) and extra on plan up to a mean radius (not exceeding 6.0 m)

Providing and driving of temporary H- piles (ISMB-250) having a length of 10.5m approx. means using the appropriate machinery and providing and placing wooden lagging 100x100x1485mm long in between H-Piles for supporting excavated soil faces to a excavated depth of soil i/c excavation of soil as required and removing and re-driving the H-Piles & removing and placing wooden lagging in stretch as required i/c all T&P ,labour Machinery etc.

Providing and stacking of Gunny bags

Providing and fixing of precast interlocking grass paver tiles with smooth finish of 80mm thickness, of approved make having compressive strength of 200 kg/Sqm in approved colour and pattern, including maintenance during project period.

Providing and fixing of refurbished MS barricade as per specified drawing including maintenance during project period.

Construction of granular sub-base (GSB) by providing close grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with vibratory roller to achieve the desired density, complete.

Providing, laying, Spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant , carriage of mix material by tipper to site laying in uniform layers with paver.

Providing and applying priming coat with bitumen emulsion on prepared surface of granular base including of road surface and spraying primer @ 0.90kg/sqm using mechanical means.

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SCHEDULE- B-1

Annexure B - Electrical

Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-II/1985 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in trenches in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing & commissioning of cables etc as required

Supply at the site of work of LT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-I/1988 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in trenches in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing & commissioning of cables etc as required.

Supply at the site of work of LT, PVC insulated, armoured, Aluminium conductor cables as per IS-1554/Part-I/1988 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in trenches in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing & commissioning of cables etc as required

Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-II/1985 with up to date amendment & specified in the specifications of the sizes given below, laying of additional cables in same trenches of required width in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing &commissioning of cables etc as required

HT ARMOURED CABLES

Supply at the site of work of LT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-I/1988 with up to date amendment & specified in the specifications of the sizes given below, laying of additional cables in same trenches of required width in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing &commissioning of cables etc as required

Supply at the site of work of LT, PVC insulated, armoured, Aluminium conductor cables as per IS-1554/Part-I/1988 with up to date amendment & specified in the specifications of the sizes given below, laying of additional cables in same trenches of required width in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing & commissioning of cables etc as required

Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-II /1985 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in RCC Hume pipes 250/150mm dia with collars (RCC Hume pipes confirming to NP2 with collars) including laying of pipes by open trenching method in all types of areas (normal soil, footpath, road etc) as directed by engineer in charge, including refilling of Trenches, Testing and Commissioning of cables etc as required. The Rate Require shall include supply of pipes of requisite size and specification:

HT ARMOURED CABLE

Supply at the site of work of LT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-I /1988with up to date amendment & specified in the specifications of the sizes given below, laying of cables in RCC hume pipes 250/150mm dia with collars (RCC hume pipes confirming to NP2 with collars) including laying of pipes by open trenching method in all types of areas (normal soil, footpath, road etc) as directed by engineer in charge, including refilling of Trenches, Testing and Commissioning of cables etc as required. The Rate Require shall include supply of pipes of requisite size and specification:

Supply at the site of work of LT, PVC insulated, armoured, Aluminium conductor cables as per IS-1554/Part-I /1988 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in RCC Hume pipes 250/150mm dia with collars (RCC hume pipes confirming to NP2 with collars) including laying of pipes by open trenching method in all types of areas (normal soil, footpath, road etc) as directed by engineer in charge, including refilling of Trenches, Testing and Commissioning of cables etc as required. The Rate Require shall include supply of pipes of requisite size and specification:

Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-II /1985 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in existing pipes in all types of areas (normal soil, footpath, road etc). As directed by engineer in charge, including testing and commissioning of cables etc as required

HT ARMOURED CABLES

Supply at the site of work of LT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-I /1988 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in existing pipes in all types of areas normal soil, footpath, road etc).. As directed by engineer in charge, including testing and commissioning of cables etc as required

Supply at the site of work of LT, PVC insulated, armoured, Aluminium conductor cables as per IS1554/Part-I /1988 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in existing pipes in all types of areas normal (soil, footpath, road etc). As directed by engineer in charge, including testing and commissioning of cables etc as required

Dismantling (taking out from ground) the following rating & sizes of XLPE/PILCA/PVC cables, without damaging the cables, by excavation in all types of area (normal soil, foot-path, road etc.) with refilling excavated trenches. This also includes handing over of dismantled cable (if not relayed) to concerned utility owning agency

Supply, Making, Testing and Commissioning of Complete Straight Through Joint as Specified in the Specification including Provision of Lugs/Ferrules for Jointing the HT/LT, XLPE/PILCA/PVC insulated cables, excavation of Pits, sand Cushioning, Protective Covering Refilling of Jointing Pit etc as Required by Utility Owing Agency of Following Sizes and Type:

Supply, Making, testing & Commissioning of Complete Heat Shrinkable Type Indoor/Outdoor type and end Termination as Specified in the Specifications including provision of Lugs/Ferrules for Termination of XLPE insulated cable including making Hole in the Switch Board, Clamping, Supporting complete as required by Utility owing agency of Following Sizes:

INDOOR TERMINATIONS

OUTDOOR TERMINATIONS

Supply and Erection of 250 W Street Lighting HPSV Lamp fitting Complete with HPSV Lamps, Fittings, Choke, Ignitor etc. as per the specifications of the owing agency required or erected pole including wiring from the box, earthing. The wiring shall be done with 1x4 sqmm PVC insulated, PVC sheathed Aluminium conductor Cable including Testing and commissioning as per specifications and requirement, 16 SWG wire shall be run throughout the wiring for pole fitting inclusively.

Supply and Transporting to the site of the work of Steel Tubular swaged Pole of 10.5 meter height as specified with

Erection of steel tubular swaged Poles of Height above 9.0 mtr but less than 12.0 mtr with double/Single overhang bracket 2 mtr long including excavation and providing and laying cement concrete 1:3:6(1 cement: 3course sand: 6 stone aggregate of 20mm nominal size) in foundation and collar size 450mm diameter and 400 mm height including providing and fixing 50mm diameter class B GI pipe 1.5 meter long for cable entry. I/o Plastering the foundation collar with 1:3 cement and course sand and painting of pole and bracket with aluminium colour synthetic enamel paint complete as required

Dismantling of Complete street Lighting Pole (Of height above 9m but less than 12m single/double overhang type) with fittings in such a manner that pole is not damaged and can be relocated

Provision of Earthing as per specifications of Utility owing agency (Material as well as Labour)

Supply and Erection of Pole Junction Boxes as per NDMC/DVB specifications)

Supply of HDPE pipe confirming to PN4 as specified the sizes given below, boring of road areas by using trench –less method and laying of HDPE pipe properly continuously joined

Supply of HDPE pipe confirming to PN4 as specified the sizes given below, laying of HDPE pipe properly continuously joined, by Open Trench method of laying

Supply of 66 KV Cable (E) grade single core, size630 sqmm confirming to 60502-2&Laying of cable in trenches in all types of areas (normal soil, footpath, road etc.) by excavation with laying arrangement with sand cushion and brick/brick tiles or shaped RCC cover protection as required /approved by utility owing agency at required depth including refilling of trenches testing & commissioning of cable etc as required

66 KV Out door type and termination kit suitable for cable (premoulded type)

66KV XLPE Cable straight through joint kit Complete

Warring Tape and Type Test Charge for Cable

ROAD LIGHTING FOR VIP AREA

Zebra MC3 Lantern with IP-66 made out off white painted die cast aluminium alloy body with the cover made up of polypropylene treated to withstand UV rays; an optical compartment comprising of an acrylic protector equipped with especially made dispersive reflector to provide maximum lighting in a Plane Perpendicular to roadway center line. Reflector to be made out of special grade pre-anodized aluminium sheet.

Complete Optical Unit to provide maximum contrast against surrounding complete with 250 W Metal Halide Tubular Lamp. Pole 6m with 1.5 mtr overhang; with 4mm Thick MS Square section “T” 100 mm, with 300mmx300mmx15mm thick MS Base Plate. The Poles will be in Black and White Strips as well as in Luminaries along with signage of the size2’x2’Square

Cat RefNo.MC3 Zebra/IB/250/1451 LH or RH

SGP 338/250W (Velocity) Phillips make IP-66

Supplying and Drawing following size of FRLS PVC insulated copper conductor, single core in existing surface/ recessed steel / PVC conduit as require.(2x2.5sq.mm)

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connection, testing and commissioning etc. As required. (40Amps)

Earthing with copper earth plate 600 mmx 600 mm x 3mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. With charcoal/ coke and salt as required.

Providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections etc. As required

Providing and fixing earth bus of 50 mm x5 mm copper strip on surface for connections etc. As required

Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC shethed /XLPE Aluminium conductor cable of 1.1kv, grade as required .

Supplying and fixing of 32 mm dia x 2.00 meters long G.I. Pipe (medium class) bracket for mounting of fluorescent / HPMV /HPSV street light fitting on pole including bending the pipe to the required shape, 2 no's 40 mm x 3mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required.

Supplying of channel iron 75 mm x 40mm x 6mm (7.14 kg per meter) V-shape cross arm for two 11 kv over head line conductors complete with 50 mm x 6mm M.S. Flate iron clamps, bolts and nuts including drilling holes for insulator pins, bolts, nuts and washers etc. (as per drawing) and painting with primer and finish paint as required.

supplying and erection of 11 kv pin insulator complete with large steel head G.I. Pin, nuts, washers etc. As required.

Supply and erection of 11 kv disc insulator for 11 kv over head lines with galvanized insulator fitting, ball and socket type and complete with galvanized strain clamps, bolts, nuts, washers etc. as required.

Supplying and erection of 33 kv pin insulator complete with large steel head G.I. Pin, nuts, washers etc. as required.

Providing, laying and fixing following dia G.I. Pipe (medium class) in ground complete with G.i. Fittings including trenching (75 cm deep) and re-filling etc. As required - 150 mm dia

Supplying, installation, testing and commissioning of astronomical time switch of following configuration to be mounted in feeders/ pillars/ lighting DBs for automatic switching ON & OFF of street light at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hours display format with suitable battery and indication for relay status i/c programming at site complete as required.

300 amps. TPN, adaptor box with cable end box, with TPN disconnector FSU, ISI marked HRC fuses and brass compression gland for rising mains

Supply & Provision of Aluminum lugs for 25 sq. mm cable

Supply & Provision of Aluminum lugs for 50 sq. mm cable

Supply & Provision of Aluminum lugs for 70 sq. mm cable

Supply & Provision of Aluminum lugs for 120 sq. mm cable

Supply & Provision of Aluminum lugs for 240 sq. mm cable

Supply & Provision of Aluminum lugs for 400 sq. mm cable

Supply & Provision of Aluminum lugs for 630 sq. mm cable

Dismantling and removing existing structure, post etc of HT/LT lines and transportation and staking of all materials at suitable locations as per instructions including digging out, loading and unloading on lorries of poles, lines and all materials with out damaging the same.

Dismantling and shifting of R.M.U (Ring Main Unit) at various location and re-erecting including foundation work etc.

Installation One DTR Meter with box ( Normally 40x25x100 size) on existing pole and giving the complete connections including conveyance of materials.

Fitting one additional Fuse unit and giving connection from transformer to fuse and fuse to LT O/H Line.

Supply & Erection of 10 Swg Earth Wire with fiittings

Supply and painting of Red Oxide on poles

Supply and painting of Aluminum on poles

Supply and fixed of hardware (nut bolt & washer)

Supply & replacing of ignitor

Supply & replacing of choke 250 watt

Erection of STP pole 11 mtr (410 SP-51) with arm (old & used) and excavation and grouting

Dismantling of S.T.P. Pole & fittings and light fitting with arms, clamps, fittings etc.

Supply and Installation of Aerial Bunch Conductor (ABC) (120X3+16X1+95X1) sq. Mm

Earthing of pole by M.S. Earthing rod of 20x2500 mm and 6SWG Earthing wire etc.

Laying of 33 kv 3x300 sq. mm U/G cable including cost of sand, bricks, clamps etc.

Chemical pipe earthing as per specification (Transformer Earthing)

Laying of 11 kv 3x185 sqmm U/G cable including cost of sand and bricks

Supply S.T.P. Pole 11Mtr long (IS 410 SP-55)

Supply and installation of 11kv D.O-Fuse set.

Supply and Erection of 11KV T.P.M.O (Air Break Switch with complete fitting)

Supply and installation of M.S. Channel (100x50x6 mm,2028mm).

Supply and installation of Top Channel ( 125x65x2240 mm).

Supply and installation of Holding clamps for Top Channel, TPMO & FUSE Set etc. With bolt and nuts.

Supply and installation of copper L Piece 400x50x6 mm for LT bushing rod of Transformer

Supply and installation of T Off Channel (125x65 mm).

Extra for AL. Tape, binding wire, jointing sleeves P.G. Clmps etc.

120 sqmm x 1c XPLE Insulated Unarmoured cable

240 sqmm x 1c XPLE Insulated Unarmoured cable

Erection of Transformer on existing plinth and giving connections (63 KVA to 630 KVA)

Dismantling / dragging of old transformer and cartage to another site 10 KVA to 25 KVA

Dismantling / dragging of old transformer and cartage to another site 63 KVA to 750 KVA

630 sq.mm Aluminum Crimping Lugs

Supply and Installation of LT Clamp

Supply of S.T.P. Pole 9 Mtr Long (IS 410 SP-33)

Installation of S.T.P.Pole 9 Mtr Long (IS 410 SP-33)

Supply and fixing of LT Distribution boxes of SMC Type on the LT Pole including all clamps and material for mounteding, connection and sealing

Dismantling and reconnection of LT service line of consumers after commissioning of ABC cable - Single phase

Dismantling and reconnection of LT service line of consumers after commissioning of ABC cable - Three phase

Construction of retaining wall , fabrication & erection of fencing of size 2mtr height around Distribution Transformer with retaining wall & 1 No. Gate with locking arrangement made of MS Angle iron jointed with nuts and bolts, painting as per norms and complete in all respect.

50 sqmm x 1C XPLE Insulated Unarmoured Cable

400 sqmm x 1C XPLE Insulated Unarmoured Cable

630 sqmm x 1C XPLE Insulated Unarmoured Cable

Supply and installation of 33 kV PG Clamp

Supply and installation of F-Bracket for 11 kV

M.S. Angle Iron (65x65x6mm), 2700 mm long bracing with clamps.

Supply and installation of STAY for HT & LT Pole (Material includes stay rod 16x1800mm, stay wire 7/10swg 5kg , stay clamp set, bolts nuts washers and grouting with concrete )

Trenchless boring for underground cable laying by HDD bore of 160 mm

Trenchless boring for underground cable laying by HDD bore of 200 mm

Supply and Installation of 250 VAC, 33mfd Condenser

Supply and Erection of cast Iron Decorative Lamp Post (Garden Light )

High pressure testing of HT PVC/XLPE Cable after Completing of laying, joints and termination.

Dismantling, Cartage, Reinstallation & Commissioning of CT-PT Units for HT Metering

Dismantling, Cartage of High Mast above 15 mtr length

Dismantling, Cartage of High Mast below 15 mtr length

Supply of 11/0.44 kV, 250kVA transformer self protected copper wound type .

Supply and erection of LT Feeder Pillar panel 6 way 300 amp copper bus bar outdoor type fabricated with 14/16 swg CRCA sheet, dust & vermin proof, provision of double door with lock & coated with siemens grey paint, with provision of 400 amp HRC fuse, base Earthing terminal 2 Nos , with foot mounted concrete foundation, service cable termination, testing & commissioning in complete, IP-43.

Supply and erection of LT Feeder Pillar panel 6 way 300 amp Aluminium bus bar outdoor type made of 1.5 mm cold rolled mild steel, provision of double door with lock & coated with paint, with provision of 400 amp HRC fuse base, testing & commissioning in complete.

Supply and erection of LT Feeder Pillar panel 6 way 600 amp Aluminium bus bar outdoor type made of 2.0 mm cold rolled mild steel, provision of double door with lock & coated with paint, with provision of 630 amp HRC fuse base, Earthing terminal , with foot mounted, concrete foundation, service cable termination testing & commissioning in complete.

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SCHEDULE- B-1

Annexure C - Telecom Utilities

Supply & Provision of Polythene Insulated, Polythene sheathed Jelly filled (PIJF) copper conductor underground Armoured telephone cable as per DOT Specification No- G/CUG/01-02 Feb 96 (latest)

Supply & Provision of Polythene Insulated, Polythene sheathed Jelly filled (PIJF) copper conductor underground Unarmoured telephone cable as per DOT Specification No- G/CUG/01-02 Feb 96 (latest)

Identification for working /non-working cables. This includes cutting, testing & jointing etc. of different corrage at both ends & jointing of cables pair

Trenching and backfilling on footpath/cc/bituminous dense carpeted road for identification of cables (1.5m x 1.5 m)

Trenching and backfilling on footpath/cc/bituminous dense carpeted road (.90m x1.0m)

Supply and provision of GI pipe B class (100 mm)

Supply and provision of Red stone slab (600x225x38)

Supply & Provision of Jointing material for jointing of copper cables

Supply & provision of 48 Fibre Optical Fibre Cable

Supply & provision of 24 Fibre Optical Fibre Cable

Joint Enclosure 48 Fibre

Joint Enclosure 24 Fibre

Making 48 F splice

Making 24 F splice

Laying of OFC cable

Supply and Provision of HDPE pipe 32 mm dia (for subducting)

Laying of Subduct (32 mm)

Supply and Provision of 4 mm dia 3 strand polypropylene rope of ordinary grade

Erection of BSNL Telephone Poles

Construction of Joint Chamber for Joints and Pulling Pit

Construction of Manhole for Cable Duct

Supply & provision of 110 mm HDPE PN 10 (10 Kgf) pipe through trenchless technology

Laying of cables through moling technology ( at a depth of 1.75 m)

Shifting of BSNL Pillars

Providing & laying PVC pipes, complete with sockets with cable duct in standard formation or as specified by the Engineer-in-Charge and in alignment maintained by using spacers including jointing with solvent cement solution but excluding the cost of PVC spacers all complete as per BSNL specifications (finished length of pipes shall be measured for making payment) and the rates includes the cost of rodding, cleaning & performing mandrel test and to pass all the checks and tests prescribed in final acceptance testing schedule of BSNL:a) 110mm Outer Dia PVC pipe of 2.5mm wall thickness

Providing and fixing Abs thermoplastic expansion plug (110gm. Wt.) in ducts in any colour other than black all complete as per the direction of Engineer-in-Charge and as per BSNL drawing: a) 110 mm outer dia pipe.

Providing and fixing 5mm thick (165gm.wt.) high density plastic material end caps in ducts in any colour other than black all complete as per the direction of Engineer–in –Charge and as per BSNL drawing:a) For 110mm outer dia pipe.

Providing and laying 4mm dia 3 strand polypropelene rope of ordinary grade (as per IS:5175-1987) inside the pipe from manhole to manhole as per direction of Engineer-in-Charge.

Providing and laying polythene sheet of approved quality and weight not less than 1 Kg./10 Sqm. as per direction of Engineer-in-Charge. (The overlap shall not be less than 150mm wherever necessary). Polythene sheet to be wrapped all-round duct i/c fixing to the sides of soil by nailing etc. all complete. (Net area of polythene sheet ex. Overlapping) shall be measured for payment

Providing & fixing MS channel hot dip galvanized to a minimum coating wt. Of 610 gm./Square meter of size ISMC-75 (wt. 6.80 Kg./Mtr.) including making holes of 14mm dia as desired by the Engineer-in-Charge in both the flanges of the channel for fixing brackets and holes of 17mm dia in the web of the channel at the required spacing for fixing the channel to the wall of the manholes with the help of expandable type of 12mm dia, 65mm long stainless steel dash fasteners and hold-in-Anchor bolt of approved size & quality complete as per the direction of Engineer-in-charge and as per drg. The rate includes the cost of channel, dash fasteners, bolts, washers, making hole etc. and the labour involved in all the operations as stated above: a) 1600 mm long.

Providing and fixing in Manhole base slab, MS galvanized pulling eyelet of 20mm dia and 1000mm long, fixed in position as per direction of Engineer-in Charge and as per BSNL Drawings.

Providing and fixing sump cover assembly consisting of cover frame and grill as per drawing. The sump cover frame shall be manufacture red from 35x35x5mm galvanized MS angle section and shall have clear inside opening of 300x300mm having holdfast of MS flat of size 20x4mm, 150mm long including welding, the cover grill shall be approved factory make and made of steel fibre reinforced concrete of size 340x340x30mm thick and shall have 2mm thick galvanised plate all-round. The random distributed steel fibre shall be provided @ 0.75% by volume of concrete. The fibre shall be of medium tensile steel in accordance with IS 12592 (Pt1-1988).

Providing & Fixing precast steel fibre reinforced concrete cover and frame for M/H of 690mm. Dia clear opening and shall be of approved factory make as per approved design & drg. Reinforced cement concrete of grade CU.M.0 conforming to IS 456-1978 shall be used and admixture confirming to is 9103-1979 shall be added to concrete mix. The manufacturing process shall be as per IS 12592 (Pt. 1, 1988). The random distributed steel fibre shall be provided at a rate of 0.75% by volume to concrete. The fibre shall be of medium tensile steel in accordance with IS 12592 (Pt 1 1988). The reinforcement as shown in drg. Shall be provided in the frame & cover and the same shall be welded to side lining of the cover. The galvanized MS Plate, Flat and Hooks as shown in the drg. Shall be provided in frame and cover for sidelining and lifting arrangement. The cover shall be able to withstand heavy duty loading conforming to classification HD-20 circular type as per IS-1726-1990. Suitable keyhole and PMT markings sunk cast on covers shall be made

Providing & fixing locking arrangement for Manhole as per drg. The locking arrangement shall be of galvanized MS Angles, square bars, flats, plate etc. The rate includes cost of materials, welding, drilling, galvanizing & labour for manufacturing and fixing to the Manhole wall etc.

Painting of Manhole code number with black or red paint over white base, in size of 100mm and 10mm thick at the inside surface of all the opening in Manhole as per the direction of Engineer-in-Charge.

Providing and fixing in Manhole walls MS galvanized ladder hooks of 16mm dia and 800mm long fixed in position as per the direction of Engineer-in-Charge and as per BSNL drawing.

Providing and fixing steel work welded in built up section cable bearer for manhole/Handhole (including GI nut and bolts) as per drawing including cutting handling up to each manhole and fixing in position all complete as per the direction of Engineer-in-Charge in tees, angles, flats and channels). (The end of the bolts shall be splitted into two parts and spreaded after fixing to avoid reopening and welding shall be continued on both side. All the above steel sections should be hot dip galvanized confirming to IS standard with minimum thickness of galvanizing conforming to 570gm/sqm. The wt. of section without galvanizing shall be considered for payment.

Providing and fixing MS galvanized circular frame of 1100mm dia consisting of 75x4mm flat including providing of 3 Nos. (150x15x6mm) MS galvanized lugs including cutting holes in RCC neck, welding lugs to reinforcement and making good the holes with RCC (1:1.5:3) complete as per direction of Engineer-in-Charge.

Disposal of surplus excavated materials/earth/rock etc. including loading, unloading and stacking all complete. To the BSNL plot/dumping yard identified by the local bodies irrespective of all leads & lift as directed by Engineer-in-Charge.

Dismantling of existing M/H & protection for existing OFC / copper cables

Dismantling of existing cable duct & handling of cable including serviceable material & disposal of unserviceable materials

SCHEDULE- B-1

Annexure D

Tree Cutting & Transporting

Cutting, Removal, transporting, disposal of trees/handing over to the concerned department as per the instruction of Engineer of girth (measured at height of 1.0M above ground level) including excavation, backfilling and levelling of the ground as directed and specified in technical specification.

Up to 30 C.M. Girth

Beyond 30 C.M. Girth up to and including 50 C.M. Girth

Beyond 50 C.M. Girth up to and including 75 C.M. Girth

Beyond 75 C.M. Girth up to and including 125 C.M. Girth

Beyond 125 C.M. Girth

Removal and transplanting trees (up to 10KM lead) of girth (measured at height of 1.0M above ground level) including excavation, backfilling, levelling of the ground and , maintenance of tree for period of one year as directed and specified in technical specification.

Up to 30 C.M. Girth

Beyond 30 C.M. Girth up to and including 50 C.M. Girth

Beyond 50 C.M. Girth up to and including 75 C.M. Girth

Beyond 75 C.M. Girth up to and including 125 C.M. Girth

Beyond 125 C.M. Girth

Total of Tree Cutting & Transporting

Submission of Quarterly Progress Reports of complete project using Drone based Photogrammetry or RGB Lidar and Geo-Tagged High-Resolution Videography as per instructions of the engineer in charge including 1. Videography and photos 2. Ortho Image with 3cm GSD 3. DSM 4. Point cloud (*.LAS format) of the entire stretch (excluding underground structures which are not accessible to drones in air) including the actual progress of the structures and features which can be taken as input to measure changes in dimension etc. (Payment shall be made per route km per survey report)

Submit colour photographs report including description of works to establish progress as directed by the Engineer and supply at monthly intervals, or as instructed by the Engineer. One set shall comprise of soft copy and one hard copy.

Supply of Video/Photography comprising one master copy and one extra copy showing the progress of works as directed by Engineer. The job shall include monthly progress for the entire stretch through drone aerial survey.

Supply of video DVDs/Hard disk with commentary of entire works comprising of every activities starting from commencement of work to the end of the work duly edited at the completion of work as directed by Engineer.

Providing & applying two or more coats of Aliphatic Acrylate Paint (Anti -Carbonation paint) of approved brand and manufacturer over a coat of Primer of approved brand to give a smooth and even finish as per Technical specification , including preparation of surface by grinding the segment joints, complete in all heights (viaduct and station), as directed by Engineer-In-Charge. The rates includes all materials, Labour, tools, plants, equipment, skylifts etc. Nothing shall be paid extra on this items.

Wall Saw Cutting of RCC structure including dismantling of cut member, disposal at any lead, T&P etc as per direction of Engineer.

Total of Miscellaneous Works

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

Schedule B-2 (NDSR Items): Architectural finishing, plumbing, Other External Development including Horticulture works

ARCHITECTURAL FINISHING WORK

WOOD WORKS

GRANITE/STONE/TILE WORKS

FLOORING WORKS

FINISHING WORKS

SUSPENDED CEILING WORKS

METAL WORKS

GLASS WORKS

MISCELLANEOUS WORKS

FIRE DOOR

SANITARY INSTALLATIONS WORKS

WATER SUPPLY WORKS

DRAINAGE WORKS

RAIN WATER PIPES WORKS

PUMPS WORKS

SEWERAGE TREATMENT PLANT WORKS

Grand Total of Schedule-B-2=

Note:- The rates are considered for all height, lead and lift etc. unless otherwise specified.

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SCHEDULE-B-2 (NDSR ITEMS)

Quoted at

WOOD WORKS

Providing & fixing Toilet Cubicle (of following standard dimension which includes 600mm door size width) made of heat, bacteria, water, chemical, scratch, impact and anti- bacterial resistant 12mm thick solid compact laminate panels tested in approved laboratory. Finish of the compact laminate should be Suede, Raw silk model includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard. This also includes providing and fixing in position necessary hardware made out of Stainless steel (Grade 304) as per manufacturer’s specifications & Architects instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset with Occupancy indicators, (4) Coat hooks with Door stopper (5) U- Channels, (6) Adjustable foot/pedestal, (7) Top rail (8) Rubber noise deafening tape, (9) Screws & wall Plugs. All screws will of 304 Grade in stainless steel with satin finish. All pilasters are supported by stainless steel Bottom Cladding. The base of the stainless steel bottom cladding will be anchored to the floor with a clearance height upto150mm. The top fitting should consist of SS round top rail which will get fixed with pilasters SS wall fixing is used only on the wall which will hold the SS top rail. Note: The Rates includes all necessary Materials, Labour, Tools and plants. Nothing to be paid extra.

Providing fixing and Fabrication of Double skin, wooden partly/fully glazed partitions having base frame Members made from 12 mm thick commercial ply sandwiched with 19 mm thick commercial block board on both side placed at 30-35 cm centre to centre in both direction i.e. horizontal & vertical base, Frame comofladged with 12 mm thick commercial ply on both side covered with 6 mm thick MDF Board Grade – I fixed with decorative high pressure laminated sheet 1.00 mm thick of plain/wood grain in glass/matt/suede finish with high density protective surface layer and reverse side adhesive bounding quality confirming to IS-2046 Type-S including cost of adhesive of approved quality etc. complete as per direction of Engineer-in-charge. (12 mm thick toughened glass glazing with Garwara make film fixed on side to maintain the opacity and 50 X 20 teak wood polished beading shall be paid separately, and area of glazing shall be deducted from overall area of partition for payment purpose.)

Providing & fixing of workstation of size (1050±100) mm length x (600±50)mm width x 750mm height made of water & termite proof plywood board of thickness (18±1)mm, make: Merino/Century/Greenlam as approved by engineer-In-Charge. The work station shall be fixed with by 600mm wide and (18±1)mm playwood board with 1mm thick laminate as approved by engineer-in-charge All necessary hardwares, hinges, lock, nob etc., is included in this item, nothing shall be paid extra.

Providing & Fixing side table of size 600mm length x (600±50)mm width x 450mm height made of water & termite proof plywood board of thickness (18±1)mm, make: Merino/Century/Greenlam as approved by engineer-In-Charge. The rate is inclusive of plywood board,laminate stainless steel handle,hinges,edge binder,tower bolt lock and nob (if required) to complete the job. nothing shall be paid extra.

Supplying and fixing of single seater sofa with chrome/wooden leg having foam of approved density leatherite tapestry of make and colour/texture and design as approved by the Engineer-in-charge

Providing and fixing closed and open storage with lock , Hanging rod with shelves of size 900mmX560mmX2100mm made of water & termite proof plywood board of thickness(18±1)mm with 1mm thick laminate of make: Merino/Century/Greenlam as approved by engineer-In-Charge. The dimension may vary 50 mm both on positive/negative side. The rate is inclusive of labour, plywood board,laminate stainless steel handle,hinges,edge binder,tower bolt lock and nob (if required) to complete the job. nothing shall be paid extra

Providing & Fixing side table of size (1200±100)mm length x (600±50)mm width x 450mm height made of water & termite proof plywood board of thickness (18±1)mm, make: Merino/ Century/ Greenlam as approved by engineer-In-Charge. The rate is inclusive of plywood board,laminate stainless steel handle,hinges,edge binder,tower bolt lock and nob (if required) to complete the job. nothing shall be paid extra

Total wood work

GRANITE/STONE/TILE WORKS

Providing and fixing dry cladding wih 25mm thick polished (polished upto diamond level and sample should be approved by Engineer-In-charge ) Granite Stone with machine cut edges of uniform edges of uniform color and size up to and equal to 1200mmx 600mm of any light color and shade (Jeerawal white or any as approved by engineer-in-charge), fixed to structural steel framework and/or with the help of cramps, pin, clamps etc. and sealing the joints with the approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. The steel frame work, stainless steel cramps and pins etc. shall be paid for seperately under DSR item)

Providing and fixing 25 mm thick Honed Granite Stone on Stairecase treads and landings including bull nosing, (rounding the nose and making groove in tread) of steps not exceeding 32 cm in width of any approved colour and shade (Jeerawal white or any as approved by engineer-in-charge), size and pattern, (sample of granite stone shall be approved by Engineer-in-charge) using cement mortar 1:4 (1 cement : 4 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. as per specifications and relevant architectural drawings.

Extra for using 25 mm thick Honed granite stone on tread and landing of any dark colour JET Black, Lakha Red, Red/ Raw Silk/Tan brown etc. and shade as approved by Engineer-in-Charge. (Note: This extra rate will be paid only for dark Granite stone with addition of 30 mm thick light Granite stone as mentioned in item no. 2.2)

Providing and laying 18 mm thick Mirror Polished Granite Stone in Risers of steps of approved any colour and Shade (Jet Black/Lakha Red/ or any as approved by engineer-in-charge), size and pattern, (sample of Granite Stone shall be approved by Engineer-in-charge) using cement mortar 1:4 (1 cement : 4 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. complete as per specifications and relevant architectural drawings.

Providing and fixing Flamed finish granite stone (bull-nosed) of size 1200 x 600 x 60 mm (thickness) at platform edge level of any approved colour and shade (Lakha red/Jet black or any as approved by engineer-in-charge), (Sample of Flamed Finish Granite stone shall be approved by Engineer-in- Charge) using cement mortar 1:4 (1 cement : 4 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. complete as per specification and approved architectural drawings.

Providing & Fixing 25 mm thick Polished Granite Coping (Polished up to diamond level and Sample should be approved by Engineer-in- Charge) one side bull-nosed on wall clading of any colour and shade (jet black/Lakha red or any as approved by engineer-in-charge) using cement mortar 1:4 (1 cement : 4 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. including Chissel in wall and fixing, Rubbing, Curing, Moulding & polishing to edge to give high gloss finish etc. complete.

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portion of the building, all complete as per the architectural drawings, with 25 mm thick Granite stone slab using cement mortar 1:4 (1 cement : 4 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.

Polished Granite stone slab of any colour and shade (Jeerawal White or equivalent as approved by engineer-in-charge).

Extra for using Honed granite in place of Polished granite 25 mm thickness

Extra of fixing of granite stone of 18 mm / 25 mm /30 mm using chemical adhesive of approved make (BAL Endura / Duo-Bond / Laticrete / Bafer - mappai of diamond rated)and epoxy grout mentioned in above items in place of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade.

Providing and fixing 25 mm thick Jet Black Granite counter Top polished and moulded over 19 mm thick commercial board in TOM, EFO, SCR etc with MS (with primer and 2 coat of enamel paint) carcase,19 x 3 mm thick teak wood lipping including all cutouts / opening complete in all respect specification and relevant approved architectural drawings. The rates include all materials, Labours, tools, plant and equipment and commercial ply. Nothing shall be paid extra. Only MS frame work shall be paid separately

Providing & Fixing of Glass Reinforced Concrete (G.R.C) Jalli 40mm thick in approved size, pattern, design, thickness and color of M/S UniStone make or equivalent to be fixed on/between RCC/Block work Column or Structural Steel work with 'Dry fixing' method with all appropriate steel frame work, Stainless Steel (SS -304) `L' shaped Clamps, dash fasteners and pins including anchoring, lifting, scaffolding etc. complete as per architectural drawing and manufacture specification The Screens should be made from '53 grade' White Portland Cement manufactured by 'JK Cement' or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by 'Saint Gobain' or equivalent, Super Plasticizers manufactured by 'BASF or equivalent, Polymers manufactured by 'BASF or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by 'BAYFEHROX (Germany)' or equivalent. The material casting should take place in Synthetic Rubber / FRP Mould manufactured by 'Reckli' or equivalent. The Rates includes all materials (G.R.C tile, Chemical adhesive grout, galvanised steel nails and any if required), labour, tools, manlift, plant, equipments, surface preparation and any if required to complete the work. Nothing shall be paid extra.

Providing and fixing heavy duty vitrified tiles of thickness between and equal to 15 mm to 17 mm on floor of any colour and shade as approved by Engineer-in-Charge. The tile should be fixed with chemical adhesive of approved make (BAL Endura/ Duo-Bond / Laticrete Baber of diamond rated). The floor tile should be used with minimum gap by using spacer and the gap should be properly grouted with transparent epoxy grout of make (BAL Endura / Duo-Bond / Laticrete Baber of diamond rated), complete in all respect and as per specification and relevant architectural drawings. Before laying of the tile the Contractor should prepare smooth surface with level and gradients required for drainage system, well coordinated with cable trenches, raceways, hume pipe and any utility as per approved combined services drawings and should take approval from Engineer-

in Charge. The rates include all materials (Heavy duty tile, Chemical Adhesive, epoxy grout, spacer and any if required), Labours, tools, plant and equipment surface preparation include free from efflorescence, laitance, dirt and other loose material. Nothing shall be paid extra.

Heavy Duty Tile (Size: 600 mm x 600 mm)

Providing & laying Engineered Quartz tiles 20 mm thick in approved areas in flooring in desired size with 3 mm epoxy grout under tile primer at back side at all sides as per complete detailed drawing. Fixing with approved quality compatible adhesive confirming to type -II adhesive as per IS 15477:2004/C2TES1 confirming to EN 12004:2017 standard as per prescribed application guideline to correct line, level and plumb complete in all respect and up to satisfaction of Engineer in Charge.

Total sub head Granite/Stone/Tile Work

FLOORING WORKS

Providing and fixing of Tactile indicator made from SS‐ 304 grade stainless steel with mirror finish. This Tactile should be rich / best quality. All the indicator shall be installed into correctly drilled holes and place using suitable adhesive. All the indicators shall be aligned properly. Note: - The rates include all materials, Labours, tools, plant and equipment. Nothing shall be paid extra.

Warning Tactile indicator – Shall be installed on the walking surface in a raised grid pattern of ‘dots’ or studs. They shall be placed at center to center placing of 61mm, measured along one side of a square arrangement. Minimum 10 studs to be placed in direction perpendicular to the direction of travel. Size – 35mm dia. x 4.5mm ht Underside ‐10mm dia stem.

Directional Tactile indicator – They shall be installed on walking surface, consisting of series of raised bar, oriented in line with direction of travel as per approved drawing. Min 4 bars to be placed in direction perpendicular to distance of travel. Size – 35mm wide x 4.5mm high x 288mm long Underside– 3x15mm,

Providing and fixing of Tactile indicator made from Polyurathene (PU) with high luminance contrast, High UV Stability, impact and abrasion proof and provide an anti slip surface. This Tactile should be rich / best quality. Tactile tiles to have self adhesive backing based on peel and stick technology and to achieve seamless and precise installation on a smooth surface. All the indicators shall be aligned properly. Note: - The rates include all materials, Labours, tools, plant and equipment.Nothing shall be paid extra.

Tactile Tiles - Strips type. Directional Indicator of size 300 x 300 x 7 mm

Tactile Tiles - Studs type. Warning indicator of size 300 x 300 x 7 mm

Providing and Laying Foam Concrete for raised flooring as/of density 1200kg/cum

Total sub head Flooring Works

FINISHING WORKS

Making grooves 15x6mm on internal/external wall plaster complete as per architectural drawing. The rates includes all materials, Labour, tools, plants and equipment. Nothing shall be paid extra on this items.

Providing and painting DECO PU paint of approved brand and shade over M.S Structure two or more coats to given an even shade, including one coat of primer, preparation of surface using automotive putty, thinner etc. surface duly emery papered to give a perfectly smooth and even prepared surface before painting etc. complete in all respect as per satisfaction of Engineer-in- charge. The rates include all materials, Labour, tools, plants and equipment. Nothing shall be paid extra on this items.

Total sub head FINISHING Works

SUSPENDED CEILING WORKS

PERFORATED METAL PANEL CEILING

Providing and installing suspended ceiling system at all levels with interlocking grid of size 1200 x 600 mm / 600 x 600 mm ceiling module of size (1250 x 600) consisting of demountable infill units (size 1200 x 600 x 1.2 mm) having 50 mm gap at every 1200 mm, gap covered with 82 mm wide channel having flanges to hold ceiling panels. The panels and channels shall be made from 1.2 mm thick GI sheet, punched and bent to shape. The panels shall have perforated area 30 % -40 %. The ceiling shall be powder coated (PPC, 80 micron) on exposed and unexposed surface with approved colour. The grid system shall include hangers and runners of size 50 x 50 x 3 mm thick hot dip galvanised steel, fixed on soffit of slab with the help of stainless steel expansion fasteners of size 10 x 75 mm (Tam Anchor), The ceiling system to include panels, hanging system including the cost of providing opening and electrical fittings/fixtures, secondary supporting system for opening and below cable tray and duct,acess to maintenance, all complete as per requirement of Engineer- in-Charge. Note: The rates include all materials, Labours, tools, plant and equipment. Nothing shall be paid extra.

Total sub head Suspended Ceiling Works

METAL WORKS

Providing and fixing Pre Fabricated MATTE FINISH, of height (900 mm to 1100 mm) Stainless Steel hand railing of 50 mm O D (outer dia) Stainless steel Grade 304, 3.15mm thick. 25mm dia jointing pin, SS Spider fittings, SS base plate, pipe' adjuster M16X200mm, SS fastners for fixing railing in floor/staircase by cutting hole of required dia covering with SS- cover plate complete in all respect with 1 No. 12mm thick toughened glassand fixed with SS brackets with all necessary fitting and making good the flooring as per Specifications and relevent Architectural Drawings. The rates include all materials including fasteners, Labours, tools, plant and equipment. Nothing shall be paid extra. Note : This item should be used only for pre fabricated railing of approved make.

Providing and fixing the perforated SS sheet with UPMRC Logo of 2 mm thickness with 32 mm dia perforation of 50 x 50 mm dia at regular intervals 1000 mm c/c both ways, vertically and horizontally welded on the square tube bars of 20 mm x 20 mm supported at regular intervals by 6 mm thick steel sheeting cut to shape as shown in as per Architectural drawing.Thetop handrail dia 50 mm fixed on the vertical 50 x 50 mm Pipe. The SS Perforated railing should be factory made and assemble at site. The rates include all Materials including fasteners, necessary accessories, labor, tools and plants. Nothing shall be paid extra for this items.

Providing and fixing factory made SS hand railing, MATT FINISH, (900 mm to 1100 mm) high SS hand railing installing in possition or assemble at site, as per design comprising of 50 mm dia., 3.15 mm thick, Stainless steel Grade 304 with balustrades as per approved architectural drawing, SS base plate, Pipe adjuster M16 x 200 mm SS fasteners for fixing railing in floor by cutting hole of required dia. in floors / landing / staircase complete in all respect and making good the floors as per Specifications and Architectural Drawings. The rates include all Materials including fasteners, necessary accessories, labor,tools and plants. Nothing shall be paid extra for this items.

Providing and fixing of Steel / Copper composite panel at required height, shade and size. Steel / Copper composite panel consisting of 4 mm thick sheet having 3.2 mm FR plastic core sandwich between two skins of 0.4 mm copper / Stainless Steel Sheet / Panel on Wall / Column. The Copper composite panel / Steel composite Sheet shaoud be cut and bend to required size / shade and shall be fixed on Aluminium frame which in turn shall be supported on wall / column structure in station building with neccessary sleats and screw as approved by Engineer-in-Charge. The aluminium frame shall be fabricated from 25 mm x 35 mm x 2.5 mm thickness extruded tubes. The rates include all materials, (but not limited cost of aluminium frame, steel / copper composite anel, cleat, sealent, all necessary fixture, Labour, tools, plants and equipment and any if required to complete the work. Nothing shall be paid extra.

Providing & Fixing SS Grating with 3mm thick 304 Grade SS pressed plate with 6mm wide slits @ 15mm c/c with 35mm X 35mm X 5mm SS grade 304 tube section welded all around edges and at suitable interval for support, flushed with Floor finish including providing & fixing necessary MS angle frame etc. complete As/ Drawing (for payment purposes only SS item shall be measured)

400 mm x 400 mm x 3 mm, 200 x 200 x 3 mm

Fabricating and supply of stainless steel conforming to grade SS 304 satin finish) four seater bench without backrest as per drawing.

Designing, Providing, Fabrication and erection of extruded alumium fixed louvers / aerofoil sections of approved shade and colour powder coated ( minimum thickness of caoting 55 microns) with extruded aluminium subframe, extruded built up standard eliptical sections conforming to IS: 733 and IS: 1285 fixed with raw plugs and stainless steel screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt complete in all respect. Aluminium sections shall be smooth, rust free, straight, as per architectural drawings and the directions of Engineer-in-charge.etc. all structural steel support frame work should be paid seperately as per DSR item 11.1. The rates include all Materials, necessary accessories, labor,tools and plants. Nothing shall be paid extra for this items.

Designing, Providing and fixing MS Facade and profile Aluminium perforated Sheet cladding with corrogation (40%) of required thickness 1.5 mm, The Aluminium sheet should be powder coated in approved shade. The aluminium panels/sheet to be fixed on to be extruded aluminium saving on MS frame (size as per design) with the help of angle cleats including weather sealants ,stainless steel ,screws ,rivets, fastners complete in all respects as per drawing. All required MSfacade and Aluminium frames are included and complete in all respect. Nothing Extra payment will be made for this items. Note: The contractor shall submit fabrication drawings for approval of the UPMRC.

Providing and fixing Automatic Galvanized Industrial Motorized Rolling Shutters with grills for vantilation (heavy duty) made out of approved make, required size and shape with G.I. guides control box drive unit, bracket plate, mortar and with all other necessary accessoriese complete in all respect as instructon of Engineer-in-charge. Note: The rates includes all materials, labours, tools and plant, equipment etc. Nothing shall be paid extra for this items.

Total sub head Metal Works

GLASS WORKS

Providing and installing fixed glazed security wall assembly of stainless steel to ticket offices, Station Control Room,etc. with specified fixings and finish using 2 sheets of 6mm thick toughened glass with nominal gap silicone sealant joints. Glass shall be clear, toughened and laminated with 1.52mm thick polyvinyl butyral layer- all complete as per relevant architectural drawings and specification with cut out & holes. The rates include all Materials, necessary accessories, labor,tools and plants. Nothing shall be paid extra for this items.

Providing and fixing of toughened laminated glass door (6 mm + 1.52mm + 6mm) including stainless steel door handles, deadlock and Floorspring complete necessary cutting in granite flooring for housing of floor spring as / drawings. The rates include all Materials,necessary accessories, labor,tools and plants. Nothing shall be paid extra for this items.

Providing and installing fixed glazed wall assembly for lift shaft/frameless glass partition walls with specified fixing of anodized aluminium section & finish using 2 sheet of 6mm thick toughened glass with nominal gap silicon sealant joint. Glass shall be clear toughened and laminated with 1.52mm thick polyvinyl butyral layer. all complete as per relevant architectural drawings and specification with cut out & holes. The rates include all Materials, necessary accessories, labor,tools and plants. Nothing shall be paid extra for this items.

Providing and fixing toilet mirror in 6 mm thick clear float glass with bevelled and polished at edge, fixed on wall with 6mm thick hard board backing fixed to wooden cleats with 8mm dia 38mm long stainless steel stud complete. The rates include all Materials, necessary accessories, labor,tools and plants. Nothing shall be paid extra for this items.

Providing and fixing of 4 mm thick annealed GRIHA rated lacquered glass of color and shade approved by Engineer-in-Charge.The glass should be fixed with compatible neutral core silicon / lacquered glass compatible double sided tape (SGG GLASSMATE PRIMAFIX) on a perfectly leveled 12mm thick water proof plywood / MDF / Mineral fibre board of approved make which is mounted on the RCC work / Block work / Brick Work / MS frame as per Site. The Silicon / tape should not react with coating on glass & render even color tone when viewed from glass side. The Lacquered glass must be made industrially; must be opaque (if viewed against a support wall), coated with PU lacquer (minimum 60 micron thick or more); must have panel to panel color consistency (measured by Minolta spectrophotometer CM5081or eq.); highly durable (passes PERSOZ hardness test for min. 220 oscillations or more); humid resistant (conforms to BS EN 1036 1999 or eq); environmentally friendly (no lead, no arsenic, no copper, no formaldehyde); appropriate recycled content (12% post industrial / 6% post consumer or eq.); compressive strength (1000 MPa) & tensile strength (40 MPa),same as float glass. The gap between RCC Work, block work, brick work, MS frame, and Lacquered glass should be fixed with powder coated aluminum tube, channel of colour and shade approved by Engineer-in-Charge. The rates include all required holes, any grinding, bevelling,polishing, necessary accessories, materials, labour, tools and plant. Nothing shall be paid extra.

Extra for 6 mm thickness annealed GRIHA rated lacquered glass with same specification mentioned in Item No. 7.6 mentioned above. Additional Cost shall be paid with 4 mm thick lacquered glass as mentioned in item no. 7.6

Extra for 8 mm thickness annealed GRIHA rated lacquered glass with same specification mentioned in Item No. 7.6 mentioned above. Additional Cost shall be paid with 4 mm thick lacquered glass as mentioned in item no. 7.6

Providing and fixing 12 mm thick toughened glass glazing in double skin wooden partitions of approved brand and manufacture, including garware make sparkiling film on one side of glass to maintain the opacity with the help ot' 50x12 mm thick second class teak wood polished beading in approved shade all complete as per direction of engineer in charge(50x12 mm thick second class teak wood polished beading shall be paid separately)

Providing and fixing 3 M, Garware or equivalent make frosted glass film. The film are permanent, pressure sensitive films have a transparent synthetic liner in a dusted crystal finish in translucent white or translucent frosted crystal finish all complete as per relevant architectural drawings and specification. The rates include all Materials, necessary accessories, labor,tools and plants. Nothing shall be paid extra for this items.

Total sub head Glass Work

MISCELLANEOUS WORKS

Extra for galvanising over structural steel as per the drawings & Specifications etc complete in all respect

Providing and fixing (approved make) galvanized chicken wire mesh of size 75 x25 mm mesh (24 guage -12 mm size) to be fixed on junction of concrete and masonary work and other location & firmly anchored to by means of galonized wire nails including the cost of cuttign to reqired sizes, materials, labour, tool & plants as approved by engineer -in-charge. Nothing shall be paid extra for this items.

Providing and fixing (approved make) 12 mm thick Cement fibre board clading fixed both side on Aluminium / MS pipe frame for bulkhead as per approved architectural drawings. The frame is 100 x 100 x 6 mm Sq. Pipe fixed with verticles @ 1.2 m c/c and fastener to fix bulkhead on aluminium box section, aluminium beading etc. The rates shall include all necessary materials, labour, tools & plants as per instruction of Engineer- in-chage Note: Nothing extra shall be paid against this items.

Providing and fixing (approved make) 12 mm thick Calcium Silicate board clading fixed both side on Aluminium / MS pipe frame for bulkhead as per approved architectural drawings. The frame is 100 x 100 x 6 mm Sq. Pipe fixed with verticles @1.2 m c/c and fastener to fix bulkhead on aluminum box section, aluminum beading etc. The rates shall include all necessary materials, labour, tools & plants as per instruction of Engineer-in- chage Note: Nothing extra shall be paid against these items.

Rebaring for structural connections in RCC beams, Lintels, column, slab etc including power drilling holes of appropriate diameter in reinforced or plain cement concrete to a minimum depth of 10x rebar diameter and as per manufacturer specification in position using Hilti chemical. The rates including all material, labour, T&P etc. Nothing shall be paid extra except reinforcement. The reinforcement shall be paid under DSR Items.

10 mm dia reinforcing bar

12 mm dia reinforcing bar

16 mm dia reinforcing bar

Providing and fixing anchor bolt or fastener required size in masonry/C.C./concrete/frame of structure etc. surface backing including drilling necessary holes and the cost of bolt etc complete in all respect as per instruction of Engineer-in-charge.

10 mm dia. 100 mm long

12 mm dia. 150 mm long

16 mm dia. 150 mm long

Providing and fixing Chemical anchor bolt or fastner (using a resin based adhesive system) required size in masonry/ C.C./concrete/frame of structure etc. surface backing including drilling necessary holes and the cost of bolt etc complete in all respect as per instruction of Engineer-in- charge.

20 mm dia. 150 mm long

10 mm dia 100 mm long

Providing and fixing of solid grade compact HPL as per 438-6 as per EN 438 -6 Type EDS (Exterior Durable Standard)/ EGS( Exterior General Standard) manufactured using specially treated acrylic resins under high pressure and temperature & hardened into sheets, thus providing all weather protection and UV Resistance on an Aluminum Sub Structure of Aluminum tube Channel having thickness 63x25x2 mm, it should be powder coated with approved colour complete in all respect as per Engineer-in-Charge (used for Facade cladding, canopies, fences, pergola, outdoor cladding, balcony cladding railing gate elevation etc).

6 mm thick HPL

12 mm thick HPL

Extra for CNC cutting of HPL (High Pressure Laminate) /Acrylic solid surface as per design approved by Engineer-in-Charge

Providing and applying epoxy based solvent free anti - dust concrete sealer (sealcoat or equivalent) of approved make and quality on fair faced masonry and concrete surfaces inclusive of surface preparation, over primer coat/ initial coat as per manufacturer's guidelines & specifications, scaffolding / staging etc. complete

To vertical masonry / concrete wall & concrete surfaces.

Providing and fixing of 2 mm thick stainless steel (grade 304) including welding, grinding, buffing, polishing and making curvature(wherever required) and filling the same with necessary stainless steel nuts and bolts complete with suitable arrangement as per approval of engineer in charge (for payment puposes only weight of stainless steel member shall be considered excluding fixing accessories such as nuts, bolts and fasteners etc)

Providing and fixing l2 mm thick waterproof ply board

Supply and placing of Fibre made Boy Mascot Sculpture at metro stations of Kanpur metro project as per approved design and colour.

Providing & Fixing ladies frisking booth.

Total sub head Miscellaneous works

FIRE DOOR

Fire check doors supply of approved make (120 Minutes) 2 hrs fire rated door alongwith frame fabricated and successfully tested at CBRI Roorkee in both direction -satisfying two criteria (Stability and Integrity) confirming to BS:476 Part II, IS3614 Part II as per schedule of requirement.

Concealed SS finish tower bolts (300mm)

Magnum make SS 4 Ball Bearing hinges

Installation Charges

Total Fire Door

SANITARY INSTALLATIONS WORKS

Providing and fixing cast brass clean out plug with suitable insert keys for opening in brass cap, male threaded joint with G.I. socket caulked to pipe/fitting of H.C.I. or C.I. (L.A.) pipe as required complete in all respects.

Providing and fixing MS grating/MS pipe clamps/supports fabricated from MS structural steel consisting of channels angle iron MS rods, MS flats including painting

Providing & fixing health faucet completer in all respect

Providing and fixing uPVC SWR TYPE B pipes for soil, waste and vent As per IS 13592 on the wall surface and below ground and floor level, fixing the pipe on wall surface with the PVC clips including suitable rubber ring joints and solvent solution as per manufacturer specification which includes bends, rubber ring, jointing, junctions, clean out plug, cowls, offsets, collar, M.S holder-bat clamps, accesspiecestec. The rate shall include cutting the pipes into required length wastage and testing as per specifications, necessary earth work in excavation and filling of the pipe line trenches providing staging and scafollding as per requirement at site.

Providing and fixing U-PVC (SWR) self cleansing P Trap with minimum water seal of 50 mm as per IS : 5329 and IS : 2556 complete in all respect

Providing and fixing floor drain points , all complete in all respect as directed.

Providing and fixing of class III (6 kg/cm2) uPVC pipes as per IS - 4985 for waste pipe from bottle trap to floor trap & vent pipe Including fixing at wall /ceiling level supported by clamps and hangers etc. Cutting chases/holes in wall/floor s/slabs and making good the same with cement concrete 1:2:4 complete as required. (Holes in RCC shall be only machine cut and nothing extra shall be paid on this account)

Providing and fixing white vitreous china wash basin of Jaquar model SLS-WHT-6901, Size: 485x370x150mm mm including ALD-769L300x190- Bottle Trap ,SNR-CHR-51021A- Sensotronic Sensor Faucet with 175 mm Extension Body, FLR-5053N- Angular Stop Cock With Wall Flange and model AALD-705L130- Waste Coupling 32mm Size Full Thread with 130mm height with all fittings complete as per direction of Engineer in charge.

TOTAL OF SUBHEAD SANITARY INSTALLATIONS WORKS

WATER SUPPLY WORKS

Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain and brass threaded fitting, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipe & Fittings with on step CPVC solvent cement and testing of joints complete as per direction of engineer incharge.

Internal Work- Exposed on wall

65 mm nominal outer dia. Pipes

Providing and fixing 600 mm long puddle flanges fabricated out of 300 x 300 mm and 6mm thick MS plates along with flanges of suitable size properly fixed in walls & top slabs of underground tanks.

Providing and placing on terrace ( at all floor levels) SMC pane Tank having GRP Panels with thickness to suit as per requirement. Tank shall be bolted in consruction using high quality PVC foam with rubber sealant with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base support for tank.

TOTAL OF SUBHEAD WATER SUPPLY WORKS

DRAINAGE WORKS

Providing and laying non-pressure NP3 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

Providing and fixing Polymer Concrete Saucer self drainage channel of approved brand having no water penetration, having adequate bending tensile strength and compressive strength. The item includes use of leveling course of cement mortar 1:3 (1 cement : 3 coarse sand) up to 50mm over the existing floor to maintain required slope, laid and jointed with water proof sealant, connection with drain etc complete. The frame work and grating shall be paid separately.

TOTAL OF SUBHEAD DRAINAGE WORKS

RAIN WATER PIPES WORKS

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes.

TOTAL OF SUBHEAD RAIN WATER PIPES WORKS

PUMPS WORKS

Providing and fixing C.I. wafer type Butterfly Valves conforming to PN 10/13095 with nuts, bolts, washers, 3mm thick insertion ruber gasket and two matching flanges complete as per M & W specification.

TOTAL OF SUBHEAD PUMPS WORKS

SEWERAGE TREATMENT PLANT WORKS

Designing, Providing,Installation, Testing and Commissioning of Prefabricated (MS Sheet) Sewage treatment plant (STP) of make Thermax or Equivalent 10 KI/day above ground level including all electrical & mechanical equipments, piping, valve sleeves, control panels based on MBBR/ Hybrid Bio- filtertechnology, Electronic basis, recirculation pump, wiring panel etc.complete in all respects, including all equipments and consumable materials of STP also including all civil work of R.C.C. under ground pit and RCC

foundation for BIO filter Skid etc. The rate shall be inclusive of operation and maintenance for twelve months including man power complete. The design basis considered to size the treatment plant is as follows including as required in the specification etc.

Raw Sewage Characteristics

Flow : 10 m³/ day for 20 hours operation

COD : 400-600 mg/l

BOD : 200-300 mg/l

TSS : 200-300 mg/l

Oil & Grease : < 50 mg/l

Coliform : 106 - 107

Treated Sewage Characteristics

COD : < 100 mg/l

BOD : < 20mg/l

TSS : <30 mg/l

Oil & Grease : <10 mg/l

Recirculation pump of suitable capacity including wiring panel

The proposal should include the following units in general. However the alternate proposals will also be considered, if found technically suitable.

Screen Chamber, oil and grease trap.

Equalization tank

Biofilter

Hydro Dosing - Chlorine Contact Tank

Filter Feed Tank

Dual Media Filter

Activated Carbon Filter

Treated Water Tank

By Pass Arrangement before treated water Sump and from other units as required.

Foundations of the packaged units and other equipment

Operation and Maintenance shall be done through the Packaged Unit Supplier.

TOTAL OF SEWARAGE TREATMENT PLANT WORKS

SCHEDULE C

Rates for Work to be executed under DSR

Tenderers should quote the percentage above (+) / below (-) or at par both in words and in figures over the Basic Amount given below (in Indian Rupees only)

(In Indian Rupees)

Total Basic Amount

% above/below or at par of total basic amount

In words

Total Amount (A)

In words

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SUMMARY OF Schedule C-1 (DSR - 2023) Items: Architectural finishing, plumbing, Other External Development

EARTH WORK

CEMENT CONCRETE & R.C.C CONCRETE WORK

BRICK WORK

GRANITE STONE WORK

METAL WORKS

FLOORING WORK

FINISHING WORK

SITE DEVELOPMENT WORK

WATERPROOFING WORK

STRUCTURAL GLAZING AND ALUMINIUM COMPOSITE PANEL WORK

ALUMINIUM WORK

WATER SUPPLY WORKS

DRAINAGE WORKS

RAIN WATER PIPES WORKS

FALSE CEILING WORK

ANY OTHER ITEMS UNDER DSR-2023

Total Schedule C-1 excluding GST=

SCHEDULE-C-1 (DSR ITEMS)

GST FACTOR

EARTH WORK

Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

All kind of soil

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with Jamuna sand (Fine sand) under floors, including watering, ramming, consolidating and dressing complete.

Total for Earth Work

CEMENT CONCRETE & R.C.C CONCRETE WORK

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge.

Providing and fixing sheet covering over expansion joints with iron screws as per design.

Total for Cement Concrete Work

BRICK WORK

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.

Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).

Total for Brick Work

GRANITE STONE WORK

Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.

Total for Granite Stone Works

METAL WORKS

Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.

Total for Metal Works

FLOORING WORK

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including groutingthe joints with white cement and matching pigments etc., complete.

Total for Flooring Works

FINISHING WORK

6 mm cement plaster of mix :

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :

Finishing walls with textured exterior paint of required shade :

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.

Two Coats

Total for Finishing Works

SITE DEVELOPMENT WORK

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer- in-Charge

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc.complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

Providing and laying tactile tile (for vision impaired persons as perstandards) of size 300x300x9.8mm having with water absorption lessthan 0.5% and conforming to IS:15622 of approved make in all coloursand shades in for outdoor floors such as footpath, court yard, multimodals location etc., laid on 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) in all shapes & patterns including groutingthe joints with white cement mixed with matching pigments etc.complete as per direction of Engineer-in-Charge.

Total of Site Development Work

WATERPROOFING WORK

compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer- in-charge

Grading roof for water proofing treatment with

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage.

Total for Waterproofing Works

STRUCTURAL GLAZING AND ALUMINIUM COMPOSITE PANEL WORK

Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories.

Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”

Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331- 09 testing method for a range up to 2000 ml.”

Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml”

Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME330- 10 testing method for a range upto 50 mm”

Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml”

Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:

Total for Structural Glazing and Aluminium Composit Panel

ALUMINIUM WORK

Total for Aluminium Work

WATER SUPPLY WORKS

Internal Work- Exposed on wall

Concealed Work, inluding cutting chases and making good the walls etc.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.

External Work

Providing and fixing gun metal gate valve with C.I. wheel of approved quality. (screwed end).

Providing and fixing gun metal non- return valve of approved quality (screwed end).

Providing and fixing unplasticised PVC connection pipe with brass unions.

Constructing masonry chamber 30x30x50 cm inside with 75 class designation brick work in cement mortar 1:4( 1 cement 4 coarse sand) for stop cock with CI surface box 100x 100x75mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement 5 fine sand 10 graded stone aggregate 40mm nominal size) and 12mm thick finished with a floating coat of neat cement complete as per standard design

With common burnt clay F.P.S (non modular) bricks of class designated 7.5.

Painting G.I. pipes and fitting with two coats of anti-corrosive bitumastic paint of approved quality.

Providing and filling sand of grading Zone V or coarser grade all-round the G.I. pipes in extrenal work.

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work).

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

Providing and fixing C.I. double acting air valve of approved quality with bolts,nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately):

Providing and fixing enclosed type water meter (bulk type) conforming IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc.(The tail pieces if required will be paid separately) :

Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :

TOTAL OF WATER SUPPLY WORKS

DRAINAGE WORKS

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Providing and fixing in position precast R.C.C. manhole cover and frame.

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C.horizontal grating with frame complete as per standard design :

TOTAL OF DRAINAGE WORKS

RAIN WATER PIPES WORKS

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes.

TOTAL OF RAIN WATER PIPES WORKS

FALSE CEILING WORK

screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes, finishing with jointing compound in 3 layers covering up to 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cut-outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with

using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all T sections shall be pre- painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge.

Note: - Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut-outs) having area less than 0.30 sqm. The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non-combustible as per B.S.476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/m 0 KC.

TOTAL OF FALSE CEILING WORKS

ANY OTHER ITEMS UNDER DSR- 2021

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SUMMARY OF Schedule C-2 (DSR - 2020) Items: Horticulture & Landscaping)

HORTICULTURE WORK-2025

Total Schedule C-2 excluding GST=

Contract AGCC-06: Construction of elevated viaduct and 07 Nos. elevated stations (viz. Agra cantt, Sadar Metro Station,Pratapura Metro Station, Collectorate Metro station ,Agra Collage station ,Hariparvat Chauraha Metro Station and Sanjay Place metro station ) including Civil, Architectural Finishes, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting, Fire Detection, E&M works and PEB structures of Corridor-2 of Agra Metro at Agra, Uttar Pradesh, India.

SCHEDULE-C-2 (DSR 2025 Horticulture & Landscaping)

HORTICULTURE WORK

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

Digging of holes of different sizes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately):

Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.

Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in- charge.

Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge

Providing and stacking of Hibiscus rosasinensis of height 60-75 cm. with 5-6 branches in p.bag of size 25 cm as per direction of the officer-in-charge

Providing and stacking of Nerium oleander (kaner) of height 60-75 cm. with 5-6 branches in poly bags of size 25 cm as per direction of the officer-in-charge

Providing and stacking of Tecoma gaudichaudi of height 60-75 cm. with 56 branches in p.bag of size 25 cm as per direction of the officer-in-charge.

Any other Horticulture DSR 2020 (items from NDSR shifted here)

Total for Horticulture Work

Schedule C3: - Any other DSR 2023

Items covered in DSR-2023but not mentioned in Schedule A, B, & C

Total excluding GST=

KNPCC-12

Lucknow Elevated section Schedule- D

Sub Head No.

PART-1 ELECTRICAL WORKS

TOTAL

PART-2 AIRCONDITIONING WORKS

TOTAL

PART-3 FIRE DETECTION & SUPRESSION WORKS

TOTAL

PART-4 PLUMBING PUMPS & ASSOCIATED CABLING

PART-5 BUILDING MANAGEMENT SYSTEM

TOTAL

GRAND TOTAL Part 1, Part 2, Part 3 ,Part 4 and Part 5

Supply, installation, testing and commissioning of LED trunking system, with a system lumen output of 4000 lumens and a minimum system efficacy of 125 lumen/watt. The luminaire body shall be atleast 0.5mm thick extruded Aluminium to ensure deformation free linear installation and light emitted shall have a CRI>80 with rated minimum system lifetime of 50,000 hours at L70 and 50,000 hours at L70B50 also. The Luminaire should be suitable for continuous operation (12-14 Hrs. per day). The extrusion housing shall be available in 4', 8' and 12' sections. It must conform to Ingress Protection Classification of IP 54 (for dust and moisture Protection). The luminaire should be of Class B Serviceability wherein the driver should be replaceable at site..Similar to Philips Make LL199X1XDLED40 PSE OD WH(for Staircase and corridor)

PART-1: SCHEDULE D

The BOQ specified below include the latest relevent standards, specifications, drawing details and the contractor is required to go through them as referred in tender document while quoting the rates. All the samples/ material intended to be used in the works shall be subject to approval before use as the Employer's representative may opt.

Sub-letting of work by the contractor shall only be permitted in accordance with Special Conditions of Contract.

The items indicating one/Zero quantity can also be operated and variation clause shall be applicable as stipulated in GCC / SCC.

Contractor's shall quote reasonably rates against each item of BOQ (both in word and figure)

Price shall include supply installation, testing & comissioning at site of all equipments, ancilary materials as specified and all such items what so ever required to full fill the intent and purpose laid down in specification.

Switch Boards/panels

Main Distribution Board as per specifications & Drawing complete as per following details:

Main Distribution Board (MDB)

1 no. 800 A, 415V, 50kA, 4P draw out Electrically operated ACB complete with:

1 no. 800 A, 415V, 50kA, 4P draw out Electrically operated ACB complete with:

1 no. 800 A, 415V, 50kA, 4P, draw out electrically operated 4 pole ACB complete with:

Scada/BMS Connectivity at the separate Marshelling box in the panel with provision of all necessary I/O points & Transducers (In scope of BMS vendor) mounting prewired upto marshelling box terminal boards from the factory itself and audited in factory from the BMS provider. All the ACBs & Meters etc. should be provided with RS 485/Ethernet communication port & contractor should provide single point (or as per interface with BMS) in the marshelling box to communicate with BMS/SCADA for all parameters of the respective devices. All MCCBs etc. should be provided with auxiliary contacts & contractor should provide single point (RS 485/Ethernet port) in the marshelling box to communicate with BMS/SCADA for ON, OFF, TRIP etc. status. DC source & other accessories including software and hardware required for this is in the scope of contractor.

Scada/BMS Connectivity at the separate Marshelling box in the panel with provision of all necessary I/O points & Transducers (In scope of BMS vendor) mounting prewired upto marshelling box terminal boards from the factory itself and audited in factory from the BMS provider. All the Meters etc. should be provided with RS 485/Ethernet communication port & contractor should provide single point (or as per interface with BMS) in the marshelling box to communicate with BMS/SCADA for all parameters of the respective devices. All MCCBs etc. should be provided with auxiliary contacts & contractor should provide single point (RS 485/Ethernet port) in the marshelling box to communicate with BMS/SCADA for ON, OFF, TRIP etc. status. DC source & other accessories including software and hardware required for this is in the scope of contractor.

1 no. 160A, 415V, Ics=35 kA, 4P, MCCB's complete with variable overcurrent, short circuit releases and Earth fault protection.

1 no. 160A, 415V, Ics=35 kA, 4P, MCCB's complete with variable overcurrent, short circuit releases and Earth fault protection.

1 No., 230V, AC operated integral type Digital Multi Function meter with RS-485/ETHERNET port for measuring Amps ,Voltage, Energy, kWH, kVAH, frequency & power factor etc. conforming to specifications, latest IEC/ EMC and EMI standards/ criterion, with necessary Circuit MCBs and suitable size of CTs for above Busbar metering supporting SCADA/ BMS connectivity

Scada/BMS Connectivity at the separate Marshelling box in the panel with provision of all necessary I/O points & Transducers (In scope of BMS vendor) mounting prewired upto marshelling box terminal boards from the factory itself and audited in factory from the BMS provider. All the Meters etc. should be provided with RS 485/Ethernet communication port & contractor should provide single point (or as per interface with BMS) in the marshelling box to communicate with BMS/SCADA for all parameters of the respective devices. All MCCBs etc. should be provided with auxiliary contacts & contractor should provide single point (RS 485/Ethernet port) in the marshelling box to communicate with BMS/SCADA for ON, OFF, TRIP etc. status. DC source & other accessories including software and hardware required for this is in the scope of contractor.

Fire Pump Panel (FPP) & Water Pump Panel (WPP)

1 No., 230V, AC operated integral type Digital Multi Function meter with RS-485/ETHERNET port for measuring Amps ,Voltage, Energy, kWH, kVAH, frequency, power factor etc. conforming to specifications, latest IEC/ EMC and EMI standards/ criterion, with necessary Circuit MCBs and suitable size CTs for Busbar metering supporting SCADA/ BMS connectivity

Essential Power Panel (EPP) complete with contactor based automatic changeover system as per specifications & Drawing as per following details:

1 nos. 400 A, 415V, Ics= 35 kA, 4P, MCCBs complete with variable overcurrent, short circuit and earth fault protection.

Electrolytic high conductivity Aluminium three phase and neutral busbars rated at 400 A as per specification, suitable to with stand symmetrical fault level of 25kA at 415 V. The neutral busbar is to be of capacity as phases

1 No., 230V, AC operated integral type Digital Multi Function meter with RS-485/ETHERNET port for measuring Amps ,Voltage, Energy, kWH, kVAH, frequency, power factor, MDI & THD etc. conforming to specifications, latest IEC/ EMC and EMI standards/ criterion, with necessary Circuit MCBs and suitable size CTs for Busbar metering supporting SCADA/ BMS connectivity

1 No. in all outgoing Feeders, 230V, AC operated integral type Digital Multi Function meter with RS-485/ETHERNET port for measuring Amps ,Voltage, Energy, kWH, kVRH, frequency & power factor etc. conforming to specifications, latest IEC/ EMC and EMI standards/ criterion, with necessary Circuit MCBs and suitable size CTs for metering supporting SCADA/ BMS connectivity

Scada/BMS Connectivity at the separate Marshelling box in the panel with provision of all necessary I/O points & Transducers (In scope of BMS vendor) mounting prewired upto marshelling box terminal boards from the factory itself and audited in factory from the BMS provider. All the Meters etc. should be provided with RS 485/Ethernet communication port & contractor should provide single point (or as per interface with BMS) in the marshelling box to communicate with BMS/SCADA for all parameters of the respective devices. All MCCBs etc. should be provided with auxiliary contacts & contractor should provide single point (RS 485/Ethernet port) in the marshelling box to communicate with BMS/SCADA for ON, OFF, TRIP etc. status. DC source & other accessories including software and hardware required for this is in the scope of contractor.

Air-condition Distribution Board as per specification & Drawing as per following details.

One A C distribution board (ACDB) unit with respective incoming 4P MCCBs, and outgoing SP MCBs each having indications for incoming feeder status as per specifications and as under:

Electrolytic high conductivity Aluminium three phase and neutral busbars rated at 40 A as per specification, suitable to with stand symmetrical fault level of 25kA. at 415 V. The neutral busbar is to be of same size as phases.

Scada/BMS Connectivity at the separate Marshelling box in the panel with provision of all necessary I/O points & Transducers (In scope of BMS vendor) mounting prewired upto marshelling box terminal boards from the factory itself and audited in factory from the BMS provider. All the Meters etc. should be provided with RS 485/Ethernet communication port & contractor should provide single point (or as per interface with BMS) in the marshelling box to communicate with BMS/SCADA for all parameters of the respective devices. All MCCBs etc. should be provided with auxiliary contacts & contractor should provide single point (RS 485/Ethernet port) in the marshelling box to communicate with BMS/SCADA for ON, OFF, TRIP etc. status. DC source & other accessories including software and hardware required for this is in the scope of contractor.

Adjustment rates for addition/deletion of supply & fixing of following including making of suitable holes/space in the panel/DBs and making good all external finishes, terminations etc. complete as required.

Adjustment rates for addition/deletion of compartmentalised switchgear in above panels/board of following rating including the supply, fabrication, extension, modification of the enclosure or in a separate enclosure, earthing ,basbar, other sub-systems, accessories etc complete as required and as per specifications and as specified in of item 1.0 above

Supply, installation and testing of 63/40 Amp adjustable, TP MCCB with fixed neutral in sheet steel enclosure with incoming & outgoing cable box and ON indication lamp complete as required.

Supply, installation and testing of 4 Way TPN sheet steel enclosure with incoming & outgoing cable, distribution Board complete as required.

Supply, installation and testing of 200 Amp , 4P Isolator in sheet steel enclosure with incoming & outgoing cable box and ON indication lamp complete as required.

Over Load Relay

75/60 HP, Star Delta starter comprising 3 Nos. TP contactor AC-3 duty Auto/Manual switch, Start Stop push button, bimetallic over current relays single phasing preventer and timer & with potential free contacts for remote monitoring and control.

50/45 HP, Star Delta starter comprising 3 Nos. TP contactor AC-3 duty Auto/Manual switch, Start Stop push button, bimetallic over current relays single phasing preventer and timer & with potential free contacts for remote monitoring and control.

10/7.5 HP, Star Delta starter comprising 3 Nos. TP contactor AC-3 duty Auto/Manual switch, Start Stop push button, bimetallic over current relays single phasing preventer and timer & with potential free contacts for remote monitoring and control.

Upto 5.5HP, DOL starter comprising 3 Nos. TP contactor AC-3 duty Auto/Manual switch, Start Stop push button, bimetallic over current relays single phasing preventer and timer & with potential free contacts for remote monitoring and control.

Adjustment rates for addition/deletion of Power Contactor of the following ratings including the supply, fabrication, extension, modification of the enclosure or in a separate enclosure, earthing ,basbar, other sub-systems, accessories etc complete as required and as per specifications

Other accessories (Quantity per station)

Supply and fixing of the following safety equipments in Aux. Sub.Station/MDB room as per detailed descriptions given below and as per relevant IE rules & code of standard practice

TOTAL FOR E.01

Technical Specification E02 shall be followed

Supply, installation, testing & commissioning of front operated front access cubical type indoor duty dead front wall / recess/ surface mounting, totally enclosed dust and vermin proof ( minimum protection IP 54 ) panels with foamed-in neoprene gasketted hinged doors, fabricated from CRCA with powder coated finish suitable for 415 V, 3-phase, 4 wire, 50 Hz system including suitably rated insulated copper busbars, interconnections, neutral bar assembly, phase segregating barriers, LED indicating lamps for incoming and outgoing feeders,upto 15% spare space for future expansion, knockouts and gland plates for entry of cables and conduits, all internal wiring using high temperature FRLSH wires, independant terminals for each phase, earthing terminals and including the cost of providing Master key lock on the door and pad locking facility on door as well as at incomer, bonding to earth etc. complete as per specification, drawings as required and as under:

Lighting Distribution Boards (LDB) Type-1 as per specification and Drawing as per following details.

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

Lighting Distribution Boards (LDB) Type-2 as per specification and Drawing as per following details.

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

Lighting Distribution Boards (LDB) Type-3 as per specification and Drawing as per following details.

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

Lighting Distribution Boards (LDB) Type-4 as per specification and Drawing as per following details.

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

Lighting Distribution Boards (LDB) Type-5 as per specification and Drawing as per following details.

INCOMER

OUTGOINGS with feeder (ON) indication LED lamps

TOTAL FOR E.02

Technical Specification E03 shall be followed

Cable Laying

Supply, laying, testing and commissioning of 1100 V grade, armoured, FRLSH, XLPE, Aluminium (Al) / Copper (Cu) Conductor cables on existing trays/ walls/ columns /indoor /trenches including the cost of GI supports with suitable GI clamps, GI saddles, GI hooks, GI bolts etc. and including the cost of proper dressing of cables UV resitant cable type, markers providing identification tags, earthing of glands armouring etc. complete as per technical specifications, as required and as below.

Note 1: All cables 16 sq mm and above are Al Conductor unless specified otherwise.

Supply, laying testing and commissioning of 1.5 sq mm 1100 V grade, armoured, FRLSH PVC insulated, FRLSH PVC sheathed copper Conductor cables on existing trays/walls/columns/ indoor/ trenches including the cost of GI supports with suitable GI clamps, GI saddles, GI hooks, GI bolts etc. and including the cost of proper dressing of cables and including the cost of providing identification tags, UV resistant cable ties etc. complete as per specifications, as required and as below.

Note: Termination of all control cables to be provided under the above item and as per schematic diagram including the cost of supplying and fixing crimping lugs, compression type brass glands, heavy duty ferrules, insulation tape etc. complete as per specifications and as required

Cable Trays

Supply, fabrication & installation of Prefabricated perforated hot dipped galvanised double bended 50 mm deep cable trays from GI sheets continuously connected including horizontal and vertical bends, reducers, tees, and other accessories required for installation i.e. Tie rods, GI angles, channels, coupling plate, nut bolts washer earth link etc. complete as per technical specifications, as required and as below.

Supply, fabrication & installation of Hot dipped galvanised Iron(HDGI) cable tray covers (Non-perforated) 50mm deep made out of 1.6 mm thick steel sheet suitable for oerforated and ladder trays including all HDGI accessories like clamp, bolt nut etc. complete as per specifications, as required and as below

Supply & installation of prefabricated, GI, ladder type cable tray conforming to Technical Specifications, continously connected including horizontal & vertical bends reducers, tees, coupling plate, nut bolts washers& all material required for installation i.e Tie Rods, GI angles, Channels, earth link etc conforming to Technical Specifications, complete as required. The side runners shall be 100 x 20 x 2.5 mm and centre rungs shall be of size 30 x 15 x 2.5 mm with centre to centre distance of 250 mm, as required. (With double reverse flange)

Note : Hot Dipped Galvanised Iron (HDGI) suspenders and necessary anchor fasteners or any other fabricated item of any size as approved is included in this item and shall not be paid separately.

Supplying & fixing of rectangular, G.I. Cable trunking of Following sizes including pull boxes as required at site, 2 mm thick, as specified in Technical specifications, with removable cover throughout its length with center-screw latch fixing, or quick-fixing device to the Engineers approval, earthing arrangement including provision of earthing strips at joints etc. complete as required.

200 mm wide & 50 mm deep

100 mm wide & 50 mm deep

Providing 2 hour fire rating with PROMASEAL Bulkhead Sealer system as per IS1530:Part 4 and BS: 476 Part 20 to seal the opening required to passage of cable, cable trays, ducts, MS pipes etc. through walls/slabs – Comprising of one layers of 100mm thick, 120kg density rock wool panels tightly sealed and coated with 1 mm of PROMASEAL Bulkhead Sealer. The layers of coating is also extended to 50mm into the adjoining wall/slabs and 100mm on cables to achieve 2 hour fire rating as per BS: 476 part-20: 1987. All the Joints are filled with Promaseal An Acrylic Sealant.

Bus Trunking

Supply, installation & testing of 25 A, Copper, Lighting Bus Trunking System in easy detachable and conveninet assembly suitable for 415 +-10% Volts, 3 Phase+ + Neutral, 8 Wire, 50 Hz A C System with Cu Bus Conductors of minimum 2.5 sq mm section and stainless steel / hot galvanised steel enclosure, with tap off provision every 0.5 mtr. The Lighting Bus Trunking shall be confirming to latest IEC Standards. It shall be with IP-55 Protection, halogen free and Fault Level Withstand Capacity of 2.5 kA min for 0.1 Sec (Icw) and 9.6 kA (Ipk). The Bus Trunking shall be complete with accessies like supporting clamps for Installation at Site, Fixing Clamps for lumanaries etc.

TOTAL FOR E.03

Technical Specification E04 shall be followed

Supply & laying of conduit and wiring for the following light / Ceiling Fan/ Exhaust Fan / Bracket fan point/Signage with 3 x 2.5 sq. mm, 1100 Volt grade PVC insulated FRLHS copper condutor wires in heavy gauge GI conduit surface run with GI saddles, or concealed or in GI raceway including chases and complete with GI junction boxes, pull boxes, inspection boxes,bends & other accessories etc. including insulated Protective Earth (PE) Conductor and earthing of switch boxes excluding the cost of switches/sockets and switch boxes.as specified and as under:

Secondary or looping points wiring as specified in 1.1 above using 3x2.5 sq. mm, 1100 Volt grade PVC insulated FRLSH copper (P+N+PE) wires in 25 dia GI conduit for lights, fans, socket outletsincluding providing terminal block, ceiling rose & other accessories etc as required (exlcuding the cost of switches, sockets & switch boxes) as per specifications and drawings as required

Supply & laying of wiring for the following light point with 3 core x 2.5 sq. mm, 1100 Volt grade PVC insulated FRLSH copper condutor flexible cabe in existing raceway or existing heavy gauge GI conduit surface run with GI saddles, or concealed or in MS raceway including chases and complete with GI junction boxes, pull boxes, inspection boxes,bends & other accessories etc. including insulated Protective Earth (PE) Conductor and earthing excluding the cost of MCB as specified and as under:for platform area or as required.

Secondary or looping points wiring as specified in 1.3 above using 3 core x 2.5 sq. mm , 1100 Volt grade PVC insulated FRLSH copper (P+N+PE) flexible cable in existing MS raceway for lights on Platform outlets including providing terminal block, ceiling rose & other accessories etc as required (exlcuding the cost of switches, sockets & switch boxes) as per specifications and drawings as required

Supply & laying of conduit and wiring for the following 16A socket outlet point with 3 x 6 sq. mm, 1100 Volt grade PVC insulated FRLSH copper condutor wires in heavy gauge GI conduit surface run with GI saddles or concealed providing terminal block, & other accessories etc as required (exlcuding the cost of switches, sockets & switch boxes) as per specifications and drawings as required

Secondary or looping 16A socket outlet points wiring as specified in 1.5 above using 3 x 4 sq. mm 1100 Volt grade PVC insulated FRLSH copper (P+N+PE) wires in 25 dia GI conduit for socket outletsincluding providing terminal block, ceiling rose & other accessories etc as required (exlcuding the cost of switches, sockets & switch boxes) as per specifications and drawings as required

1 no. 6A modular switch

1 no. 6A switch & 1 # 6A socket

1 no. 6A socket

6/16 Amp Universal socket with 16 amp modular switch

Blanking Plate for Switch/Socket

32A 3 pin industrial socket outlet with 32 A DP RCCB 30mA with MCB shall be of standard powder coated MS steel IP-55 enclosure, separately lockable.

Supplying installation testing and commissioning of Industrial Socket with 16/25/32A DP MCB in IP 54 rated surface/recessed box with the total unit having IP 54 ingress protection with incoming & outgoing cable box for AC indoor unit complete as required.

Supplying installation testing and commissioning of 63A TP Isolator with powder coated MS box in IP 55 rated surface/recessed box with the total unit having IP 55 ingress protection with incoming & outgoing cable box for AC outdoor unit complete as required.

Supplying installation testing and commissioning of 40A 4P Isolator( with loop in & loop out 3 phase cable & outgoing 1 phase cable) in IP 54 rated surface/recessed box with the total unit having IP 54 ingress protection with incoming & outgoing cable box complete as required.

Supplying installation testing and commissioning of 40A DP Isolator ( with loop in & loop out single phase cable & outgoing single phase cable) in IP 54 rated surface/recessed box with the total unit having IP 54 ingress protection with incoming & outgoing cable box complete as required.

Supply installation testing and commissioning of Occupancy sensor based movement detector with a build-in switch suitable for recessed/surface mounting at a height of 3m with detection pattern of 6m X 8m. The sensor should have an operating voltage range of 240VAC +/10%; 50/60Hz and should be able to take upto 6A of electrical load and should be able to provide the switch off delay from 1 minute to 30 minutes range. The sensor should be in compliance with EN/IEC 60669-2-1, IEC (EN) 60669-2-1, IEC (EN) 61547, IEC (EN) 55015 and IEC (EN) 55022, class B.

Supply and installation of GI conduiting complete with GI junction and pull boxes, GI fish wires as specified and as shown below.

25 mm dia 1.6mm thick

32 mm dia 1.6mm thick

50 mm dia 2.0mm thick

Supplying and fixing 25 mm dia flexible conduit of galvanized steel along with all ancillaries and accessories like coupler etc. as required

Supply, installation & testing of sheet steel raceways suspended from ceiling/ fix on side wall/ recessed on floor, as per details, fabricated from 2mm thick MS sheet with rust free treatment and painted as per approved shade with removable cover plate complete with counter sunk screws, bends, teejunctions, crossjunction etc, rendered electrically continous having side opening hinged cover as approved and of following sizes :-

100mm wide and 75mm deep

Supply, installation, and testing of 3-compartment raceway of approximate size 275mm (W) x 75mm (H) fabricated from 2 mm thick galvanized steel, treated for rust free & anti-corrosion treatment, with minimum coating as per relevant I.S., and painted as per approved shade. The raceway shall be provided with openable hinged cover (s) and in 2.5m to 3.0 meter pieces. The overhead raceway is provided to fix the Light Fittings continuously on the platforms.

Note: The rate is inclusive of all fixing arrangement, steel parts, welding work etc. required to suspend the raceway to platform steel structure. Contractor shall get the drawing / design of raceway approved from the Engineer before bulk fabrication.

Supply, instalaltion and testing of 8 SWG GI wire for Earthing Purpose

TOTAL FOR E.04

Technical Specification E05 shall be followed

Supply, installation, testing & commissioning of light fittings including all accessories e.g. Driver, Reflector, surface/recess mounting arrangement etc. including necessary supports, accessories and hardware as per specifications & as required at site and as below:

The lighting system must confirm to the perticular specfication in addition to the description given in BOQ, in case of contradiction BOQ shall prevail.

Supply, installation, testing and commissioning of LED trunking system, with a system lumen output of 4000 lumens and a minimum system efficacy of 125 lumen/watt. The luminaire body shall be atleast 0.5mm thick extruded Aluminium to ensure deformation free linear installation and light emitted shall have a CRI>80 with rated system lifetime of 50,000 hours at L70. The extrusion housing shall be available in 4', 8' and 12' sections.It must conform to Ingress Protection Classification of IP 54This fixture is similar to Philips catalogue no.LL199X led 40 PSE OD WH or equivalant (for dust and moisture Protection). (for Staircase and corridor)

Supply, installation, testing and commissioning of suspended LED Batten, with a system lumen output of 4000 lumens and a minimum system efficacy of 125 lumen/watt. The luminaire shall have a CRI of greater than 80 with rated system lifetime of 50,000 hours at L70. The luminaire should be flicker free with ripple <5% and should have Hi-Low Cutoff(140-270V) with auto restart feature. The luminaire is made of CRCA housing and shall have diffused optics.Similar to Havells catalogue no.STOUTPLUS1200BS40WLED857SPCWH or equivalant. (for non false ceiling equipment room)

Supply, Installation, Testing & commissioning of LED batten luminaire as per the approved make of list. The luminaire should be suitable for wall/ surface/ suspended The luminaire should have extruded aluminium housing with polycarbonate diffuser cover. The luminaire shall have total lumen output package of minimum 2000 lumens with system efficacy of >120lumen/ watt, CCT 4000-6500K. It should have min IP-54 (BOH ROOM/ STAIRS)

Supply, installation, testing and commissioning of LED Linear recessed fixture, with a system lumen output of 3000 lumens at a system efficacy of 120 lumen/watt. The luminaire shall have powder coated CRCA housing and light output is by means of fully difuused luminaire having SDCM<5. Luminaire should have THD<10% with PF>0.95. Similar to Havells catalogue no VENUSNEOHE4X1PLR28WLED857MOD or equivalant. (for public area)

Supply, installation, testing and commissioning of LED 2X2 recess mounted fixture - 40 Watt that delivers 3500 nominal lumens at a system efficacy of >90lumen/watt for a design ambient temperature of 45 deg C (Similar to Philips Catalogue no. RC380 LED35 6500 PSU – OD WH or equivalent). The luminaire shall have a CRCA powder coated body and a high efficiency diffuser. The light output shall have a CRI>80 and the luminaire shall be made available with a CCT 6500K or as required. The electronic driver shall operate a power factor>0.9 and a THD<10%. (BOH with False Ceiling Area)

Supply, Installation, Testing & commissioning of highbay. Fitting should have a aluminium pressure die cast housing with tempered glass for high transmittence. Luminaire should have system wattage of 80W with system efficacy of 130 lumens/W. The luminaire should have SDCM<5 with high voltage cut off and autostart facility at 320V. It is designed to meet IP66 and IK08 specifications ensuring L70 for 50000 burning hours with a THD<10% and PF of >0.95 with input voltage of 140-270V. Similar to PHILIPS BY225P LED100S CW WB PSU FG GR V1. (for Street lighting)

Supply, Installation, Testing & commissioning of LED Bulkhead as per the approved make of list. The luminaire should be suitable for installations in Shafts/ ducts etc. The luminaire should have pressure die cast housing with high efficiency diffuser. The luminaire shall have total lumen output package of minimum 750 lumens with system efficacy of >110 lumen/ watt, CCT 4000-6500K, TDH<10%. It should have min IP-66 and IK-09 protection(Shaft/ Ducts etc.).

Supply, Installation, Testing & commissioning of Down Lighter as per the approved make of list. The luminaire should be suitable for recessed/ suspended. The luminaire should have die cast aluminium heat sink CRCA with high efficiency polycarbonate diffuser. The fixture comes with an integrated constant current. The luminaire shall have total lumen output package of minimum 1800 lumens with system efficacy of >120lumen/ watt, CCT 4000-6500K. It should have min IP-20 protection (Public/ toilets/ BOH).

Supply, Installation, Testing & commissioning of Flood Light luminaire as per the approved make of list. The luminaire should have Pressure die cast housing with dedicated optics giving optimal light uniform distribution configuration. The luminaire shall have total lumen output package of minimum 7200 lumens with system efficacy of >120lumen/ watt, CT 4000K-5700K. It should have min IP-66 and IK-07 min protection(External).

Supply, installation, testing and commissioning of SS pole 80mm OD, 6 feet height with suitable base

Supply, installation, testing and commissioning of led Post Top light fixture 40 Watt ARIAN WW( BGCT W4 LED WW/CDL -BAJAJ or similar make (Corridor, FOB)

Supply, Installation, Testing & commissioning of highbay/ recessed luminaire as per the approved make of list. The luminaire should have Pressure die cast housing with dedicated optics giving optimal light distribution for asymmetrical/ Symmetrical configuration and used for height levels upto 10m. The luminaire shall have total lumen package of minimum 7200 lumens with system efficacy of >120lumen/ watt, CCT 4000-6500K It should have min IP-66 and IK-07 min protection(Double Height/ External).

Supply, Installation, Testing & commissioning of Flood Light luminaire as per the approved make of list. The luminaire should have Pressure die cast housing with dedicated optics giving optimal light uniform distribution configuration. The luminaire shall have total lumen output package of minimum 14000 lumens with system efficacy of >120lumen/ watt, CT 4000K-5700K. It should have min IP-65 and IK-07 min protection(External).

Supply, installation, testing and commissioning of LED Supply of Surface Mounted 50 Watt Smart Bright LED Flood light similar to Phillips cat. no B0722RS1XL and operating voltage range from 110 VAC to 270VAC, Fixture to be made of extruded aluminium housing, with Tempered glass cover, IP65( Waterproof) and including mounting of sutable MS frame with all accessories or site requirement (For External Art Work)

Supply, installation, testing and commissioning of LED Supply of Surface Mounted 70 W smart bright LED Flood light simillar to PHILIPS B071VG2PQW or similar make and operating voltage range from 110 VAC to 270VAC,Fixture to be made of extruded aluminium housing, with Tempered glass cover, IP65( Waterproof), and including mounting of sutable MS frame with all accessories or site requirement (For External Art Work)

Supply, installation, testing and commissioning of Recessed Light with a nominal system lumen output of 3000 lumens and a minimum system efficacy of 100 lm/W. The luminaire should have a color temperature of 3000K and CRI>80 with beam angle of 24 deg. The luminaire shall meet IP20 rating with THD<20% and PF > 0.9 and should have tilting angle of +/- 30 deg. The luminaire housing should made of pressure die cast aluminum with a high efficiency diffuser. Similar to Havells Make " SPARKLEPROADJDLR30W857MOD40D". (For Art work at TOM and as required )

Supply, installation, testing and commissioning of LED recessed mounted downlighter luminaire with a system lumen output of 1800 lumens and a minimum system efficacy of 85 lm/W. The Luminaire shall have a life of 30k hours at L70.Luminaire should have polycarbonate cover with diffused optics. Similar to Havells catalogue no. ENDURANEODLR21WLED857MOD.(For Corridor area)

Supply, installation, testing and commissioning of Endura led well glass light fixture with a system lumen output of 4000 lumens and a minimum system efficacy of 100 lumen/watt.The luminaire shall be IP66 class 1 protection and integrated power supply.The fixture shall have a CRI of 80. Similar to Havells catalogue no. ENDURAWELGLASSNEOTSWGP40WLED757SPC and must conform to Ingress Protection Classification of IP 66.(Above footpath)

Supply, installation, testing and commissioning of LED flood lights, 40 w,4000lumen, 6500K, amber color .The luminaire shall be IP66 class 1 protection and integrated power supply.The fixture shall have a CRI of 70. The fixture shall be mounted on suitable frame as per site requirements on bridge or steel span .

Supply, Installation, testing, Commissioning of Flexible LED Strip with Suitable electronics Driver, with a system wattage of 5W per mtr. The Luminaire shall be minimum IP-65rated and have a CRI of 80. This shall be powered bt a separate , replaceable, constant voltage electronic driver, output short circuit protection and other safety test. The housing of luminaire is made of flexible PCB , dual layers, similar to tri-colour, Tiranga LED strip light for decorative pole Lighting or equivalent.

Supply Installation, Testing & Commissioning of RGB multi Colour (Minimum 16 colour 4 mode) LED Flood Light of 100W with die cast housing, IC based LED driver having memory function (i.e when the power is turned ON again, the light should remain at its previous colour setting) with IP65 rating.

Supply, Installation, Testing & Commissioning of "LCBBMWOA1200 LED TRUNKING -BLANKER 1.2M''CROMPTON''" (Blanker)

Occupancy Senser

Supply, Installation Testing & Commessioning of PIR based, Surface mounted dual lens dual load movement detector with 360 degree angle of view, having detection range of 6 meter diameter with istallation height of 3.5 meter. The detector should have a day light over ride function to prevent switching on artificial lights in case of excess day light. The detector should have separate control for adjusting off time delay upto 15 mins. & Lux level setting from 5-1000 lux.The detector should able to handle 10A AC1 load.

Bracket Fans

Supply and installations of 240 V, 1-phase, 1440 RPM, sweep of appx. 400mm Bracket fan including mounting bracket, blades, starters & other standard accessories complete as required.

Supplying and installations of 240 V single phase, 1400 mm sweep ceiling fans with electronic regulators including all standard accessories complete, mounting of regulator on grid plate & MS BOX etc. and suitable length down rod, duly painted, not exceeding minimum fan height of 2.4 m from floor as required and as below.

Supply, installation, testing and commissioning of exhaust fan with fan guards on both sides, double ball bearings, class-E insulation, capacitor (pf 0.90 or better), complete with all other accessories as per IS 2312 and as required, of following sizes:

size 450mm dia, 1400 rpm

size 300mm dia, 1400 rpm

Brush Less Direct Current (BLDC) Fan with Remote Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required.

TOTAL FOR E.05

Technical Specification E06 shall be followed

Earthmat

Supply, laying, testing and commissioning of maintenance free earthing system consisting of copper bonded steel rod shall have minimum 23 mm dia. low carbon high tensile steel molecularly bonded with 99.9% pure electrolytic grade copper thickness of minimum 250 microns for earth mat (at 700mm to 1000mm deep as per approved drawing and as directed) as per specifications and shall be confirming to IEC 62561-2. All joints shall be welded by exothermic welding as per IEEE 837. Risers from earth mat to be brought out as per approved drawings and specifications. (Cost of risers, exothermic welding are not included in this item)

Supply, laying, testing and commissioning of maintenance free earthing system consisting of copper bonded steel rod shall have minimum 23 mm dia. 3 meter long, low carbon high tensile steel molecularly bonded with 99.9% pure electrolytic grade copper thickness of minimum 250 microns laying of vertical electrodes 3 m deep for Earth Mat as per specifications and shall be confirming to IEC 62561-2. All joints shall be welded by exothermic welding as per IEEE 837. Vertical Electrode shall be as per approved drawings and specifications.

Supply, laying, testing of an Earth Enhancement Compound . An earth enhancement material shall be RoHS tested by NABL accredited lab in compliance to IEC 62561-7 with a resistivity not more than 0.12 ohm-m. It shall be a 95% carbon based material and shall be free from bentonite and other hazardous substances. An earth enhancing compound shall be tested as per IEC 62561-7 for Leaching Test, Corrosion Test, and Resistivity Test & Sulphur Test. It shall be a permanent, non-corrosive material and will not leach any chemicals into the ground. It shall retain moisture even in high soil resistivity areas

Supply, laying, testing and commissioning of an exothermic welding jointing material to make permanent buried earthing joints of an earth mat. An exothermic welding shall be suitable for Straight, tee, cross & riser drawings. An exothermic weld Mould shall be suitable for type of joints. It shall withstand min. 60 Nos. of same type of joints at a time. An Exothermic welding powder shall be copper based material. An exothermic welding shall meet the requirements of IEEE 837.

Providing and making plate earthing station including the cost of 600 mm x 600 mm x 6.3 mm G. I. plate electrode, 15 mm dia G.I.watering pipe, CI funnel with wiremesh charcoal/coke , salt, all earth work, masonry enclosure with frame, Heavy duty RCC top cover plate having locking arrangement,Disconnecting links, complete as per IS 3043:1987 for earthing.

Providing and making plate earthing station with 600mm x 600 mm x 3 mm Cu plate electrode , 15 mm dia G.I.watering pipe, CI funnel with wiremesh charcoal/coke , salt, all earth work, masonry enclosure with frame, Heavy duty RCC top cover plate having locking arrangement,Disconnecting links, complete as required as per IS-3043-1987 for earthing.

Supply and laying,Testing and commissioning of copper/GI Strips/wire for interconnecting the earthing stations ,panels,DBs etc. of the following sizes in built up trenches /surface/wall/ground complete with holes & fixing,jointing / terminating accessories as per specifications & drawing as required. (Quantity shall be paid as per the actual measurement as executed, however direct measurement shall not excced the quantity indicated in drawing approved .

75 mm x 6 mm GI strip

50 mm x 6 mm GI strip

25 mm X 6 mm GI strip

20 mm X 3 mm GI strip

50 x 6 mm Cu strip

Note-1: In case of non availability of any of the sizes mentioned above, next higher size available in market shall be provided at the same rate.

Note-2: No additional payment will be made for providing Main Earth Terminals (made out of GI/Cu strips from within the above sizes). The METs will required to be fixed on walls as required and will be required to be provided with 12/16/20mm holes for connections of individual equipments including of other contractors'.

Extra for bituminous coating and hessian tape wrap or polyethylene faced hessian complete for buried 50mm x 6mm or 75mm x 6mm strip as per specifications and drawings as required

Extra for GI / Electrolytic Copper test links/ termination With building pier continuity Conductor including termination plate, nut& bolts,fixing/welding etc as per specifications and as required.

Design,supply,erection,testing and commissioning of total maintenance free earthing done with 4nos of copper bonded steel earth rods of 250 microns with min 4ft length and half inch diameter jointed with 25mmx3mm copper strip using high performance rod clamps, earth treatment using minimum 33 kgs of GEM(ground enhancement material) to reduce the overall impedance offered by the earth test point ( inspection pit of 1ft) as per specifications as Drawings.

TOTAL FOR E.06

Technical Specification E07 shall be followed

Supplying and laying of the stainless steel SS-316 air terminations, base plate & clamping of down Conductor complete with base plate, concrete coping fixing accessories and clamping with down Conductor as per specifications & drawing as required

Supplying and laying of the stainless steel SS-304 strip down Conductor size 25 x 3 on surface/wall / parapet/ shaft complete with joints(reviting/bolting/welding of SS ) bimetallic connectors, testing links & other fixing accessories and clamping/ connection with earth terminations as per specifications & drawing as required

Supplying and laying of the stainless steel SS-304 strip Earth terminations with burried Conductor size 25 x 3 with bituminous coating and covered with PVC taping complete as per specifications & drawing as required

Earth terminations with 50 mm dia GI perforated pipe complete with 15mm GI watering pipe with funnel with wire mesh etc. complete as per specification and drawing as required

TOTAL FOR E.07

Technical Specification E08 shall be followed

Supply, installation, testing and commissions of External lights as per specifications and drawings complete with the following

Poles

9.0 meter hot dipped galvanised Octagonal/Circular with single overhang arm & with foundation bolts, base plate complete with foundation, entry and exit pipes, control JB with connector generally as shown on drawings and as per specifications.

9.0 meter hot dipped galvanised Octagonal/circular with double overhang arm & with foundation bolts, base plate complete with foundation, entry and exit pipes, control JB with connector generally as shown on drawings and as per specifications.

7.0 meter hot dipped galvanised Octagonal/circular with single overhang arm & with foundation bolts, base plate complete with foundation, entry and exit pipes, control JB with connector generally as shown on drawings and as per specifications.

7.0 meter hot dipped galvanised Octagonal/circular with double overhang arm & with foundation bolts, base plate complete with foundation, entry and exit pipes, control JB with connector generally as shown on drawings and as per specifications.

Supply, installation, testing and commissioning of SS pole 80mm OD, 12 feet height, 200x 200mm base with LSTS-45-CDL-M street light 45 watt crompton make or similar fixture

Supply, installation, testing and commissioning of SS pole 40mm OD, 1450mm height/length, 150x 150mm base( if required) with LSTS-45-CDL-M street light LED light fixture , 45 watt crompton make or similar fixture( Parking area or as requied)

Supply, installation, testing and commissioning of SS pole 40mm OD, 600mm height/length with LSTS-45-CDL-M street light 45 watt LED light fixture, crompton make or similar fixture( for external area around entry/exit structure, welded with entry structure or as required)

4.0 meter hot dipped galvanised Octagonal with single overhang arm & with foundation bolts, base plate complete with foundation, entry and exit pipes, control JB with connector generally as shown on drawings and as per specifications.

Luminaires

Supply, Installation, Testing & commissioning of Street Light luminaire as per the approved make of list. The luminaire should have Pressure die cast housing with dedicated optics as per the road lighting standards. The luminaire shall have total lumen output package of minimum 7200 lumens with system efficacy of >120lumen/ watt, CCT 4000-5700K. It should have min IP-66 and IK-07 min protection(Street light).

Supply, Installation, Testing & commissioning of Street Light luminaire as per the approved make of list. The luminaire should have Pressure die cast housing with dedicated optics as per the road lighting standards. The luminaire shall have total lumen output package of minimum 3600 lumens with system efficacy of >120lumen/ watt, CCT 4000-5700K. It should have min IP-66 and IK-07 min protection(Street light).

4.0 M Decorative Pole for External Area (similar to Crompton Cat. No. CGDLP-215-026-026 (4mtr.) Pole)

Post Top Lantern for External Area (similar to Crompton Cat No. LPTOI-45-CDL : 45W Decorative)

Up Lighter for External gardening Area (similar to Crompton Cat. No. BBP330 15.8W)

Supply, Installation, Testing & Commissioning of "SS POLE COMPLETE 80 MM OD 12 FIT 200MM X 200 BASE "

Supply, Installation, Testing and Commissioning of LED Bollard Light having relaxed warm white well-lit, with reduced glare having opal PC diffuser.Symmetrical light distribution.Low maintenance cost. PDC Heat sink on Top for better thermal management and Extruded aluminium body in grey powder coated. Constant current electronic driver provided with high voltage, open & short circuit protection IP65 & IK07. Similar to Make BGBOL 1000 9W LED WH - 1M FLUTE BOLLARD or equivalent as per approved make. (For entrance area)

Supply, installation, testing & commissioning of air craft warning lights complete with non flickering type lights similar to GEC model ZH 752, Thorn AVLT or equivalent including lamps, mounting bracket, earthing, painting complete with accessories to automatically switch off lights. (Note:Point wiring shall be done under other Item)

High Mast

Supply, Installation, Testing & commissioning of 12 m latching High mast of approved make, suitable for 8 nos. 240 W LED Luminaire complete with accessories like winches, lantern carriage etc. including the cost of providing, installing and commissioning of 8 nos 240 W LED Flood light with Die cast aluminium body with high efficiency cover. This will also include and other accessories like double drum, ss ropes wire, Cables, etc. as required. All foundations etc. which is required including all to make the system functional shall be done by the bidder/ contractor. This will also include the earthing required for the mast. Each luminaire shall have total lumen package of lumens with system efficacy of >120lumen/ watt, PF>.9, CCT 4000-5700K, TDH<10%. It should have min IP-66 and IK-07 min protection(High mast). including the following:-

Supply, Installation, Testing & commissioning of 20m latching High mast of approved make, suitable for 8 nos. 240 W LED Luminaire complete with accessories like winches, lantern carriage etc. including the cost of providing, installing and commissioning of 8 nos 240 W LED Flood light with Die cast aluminium body with high efficiency cover. This will also include Lightening arrester and other accessories like double drum, ss ropes wire, MCB Cable etc. as required. All foundations etc. which is required including all to make the system functional shall be done by the bidder/ contractor. This will also include the earthing required for the mast. Each luminaire shall have total lumen package of lumens with system efficacy of >120lumen/ watt, PF>.9, CCT 4000-5700K. It should have min IP-66 and IK-05 min protection(High mast). including the following

TOTAL FOR E.08

Technical Specification E10 shall be followed

Design, Manufacture, Supply, Installation/Erection, Testing & Commissioning( including Integrated Testing with all system) of Silent DG set along with accoustic enclosur and Radiator cooled - cooling system designed for 50oC ambient) of following aggregate capacity / rating, comprising of Diesel Engines coupled to Alternator both mounted on common base frame suitable for 3-phase, 415 volts, 50 Hz, 1500 RPM, Standby Power rated output with other standard accessories i.e. Fuel tank (990 Litres) with necessary medium class M.S. fuel piping (25mm size) with necessary fittings from DG set to Fuel Tank, automotive Batteries with leads as per manufacturer recommendations. Integrated Testing with all systems for the DG sets along with all accessories(Including Diesel, Coolant,Engine oil, Load bank etc.), Integration of DG room exhaust fan with DG operation to start fan when DG starts.

Suitable number of silencers per DG set along with the insulation / aluminium cladding for sound attenuation as per specifications.

Capacity of DG Sets

EXHAUST PIPING

For DG sets upto 250 KVA ratings

Fuel System

Floor/wall mounted Fuel Tank (Day Oil Tank) of 990 Litres capacity fabricated out of 14 SWG MS sheets including the cost of cover, painting and the cost of provision for inlet, outlet, overflow, drain and level equalizer connections, mechanical oil level indicator, overflow and vent connections etc complete as required.

One no. semi rotary hand pump for filling fuel in daily Fuel Tank including the cost of suitable fuel piping and connections suitable for decanting from oil drums.

Portable Oil Filling pump- Electrical Type necessary to deliver the oil upto height of 10 mtrs. as per specifications, complete as required

Supply, Installation/erection, testing and commissioning of Residential/Critical/Hospital grade Silence as per latest CPCB approval including baffle plates as per manufacturer's standard design. Number of silencers will be as per the Tender specifications pertaining to the Noise level and the price will be inclusive of all the silencers required for one DG set.

FUEL OIL PIPING

For DG sets upto 250 KVA ratings

Other items (if required)

Supply, Installation and fixing of hot air exhaust duct of 22 SWG GI sheet with DG canopy to remove hot air (if required).

Supply of High electromat high voltage rubber mat as per IS 15652-2006 in front and back of AMF panel in DG room.

Provision of making cable trenches, cut outs, finshing works etc as per the works required for the DG sets Installation

Supplying and laying of GI pipes of 100 mm Nominal Bore 3.65 mm thick as per IS 1239 to accommodate all cables, earthing strips and fuel pipe lines as utility to DG set.

SUB HEAD- II OPTIONAL ITEMS

OPTIONAL ITEMS*

Providing of maintenance and operating services for different capacities of DG sets as specified below

Note:- 1. The above items includes the cost of providing skilled DG set operator, all Consumables ( like battary water, Lubricating Oil, Coolant, etc) except Diesel. (Diesel as per rquirement shall be supplied by UPMRC). 2. Based on the hours of operation, the firm will be responsible for complying with the requirements of timely maintenance as per the recommendations of Engine Manufaturer. 3. The operation of DG set will not affect the warranty conditions of the DG sets supplied in this tender. The warranty clause will be applied from the date of Taking over of DG set by UPMRC/Employer. 4. Permission for Operating the DG set and period of its operation will be specifically approved by Engineer- In- Charge.

Variation in Prices for Installing/Erection, Testing & Comissioning including Integrated Testing & commisioning, with all systems for the DG sets for DG set to be provided Outside the DG room along with all accessories as given in Detailed BOQ for the following Capacity DG sets

SUB HEAD- II (Total to be Carried Over to Summary)

The cost of optional item will be included for evaluating the lowest bidder. But UPMRC will retain discreation of entering into supplymentory AMC contract or not till the expiry of DLP & operation, maintenance of DG set before revenue operation date.

Part 2: Schedule D

Technical Specification E11 shall be followed

VRF/ VRV UNITS

Supply, Installation, testing and commissioning of Air Cooled Variable Refrigerant Volume / Variable Refrigerant Flow System suitable for R410A and 415 ± 10% , 50 Hz, AC supply. The unit shall consist of indoor units and external condensing units and other accessaries as listed below complete in all respects. The unit shall be fully charged with gas and oil.

Outdoor Unit

Supply, installation, testing and commissioning of Modular type outdoor condensing units equipped with highly efficient scroll / Rotary compressors with invertor technology, special acryl precoated heat exchanger,low noise condenser fan with motor, auto check function for errors in display panel, auto address setting and BMS communicable, as per specifications and capacities as mentioned below.

The outdoor units shall be installed on suitable mounting frames of MS. Minimum height of frame shall be 400mm above FFL.

Provision of suitable tray below VRV outdoor units with proper drain as per site requirements.

SITC of Air-cooled packaged Scroll Water chillers (AHRI/Eurovent Certified) at below mentioned operating conditions with R134a / R410A refrigerant, hermetically sealed multiple compressors, driven by suitable rated. sq. Cage induction motor complete with air cooled condenser, insulated shell and tube chiller, refrigerant piping, Refrigerant and oil (First Charge), Microprocessor based control panel and accessories etc. as per specifications, all mounted on M.S. frame. Motor shall be suitable for 415 volts + 10%, 50 Hz + 3%, three phase AC supply.

Chilled water 'In' : 15 °C

Chilled water 'Out' : 8 °C

Chiller FF (MKS) : 0.000089 m² oC/W

Minimum COP (At AHRI/Eurovent conditions) 3.0

Supply, installation, testing and commissioning of Monoblock pump set with bronze impeller, TEFC IP-55 motor (IE2) with class 'F' insulation and EN-8 shaft complete with base plate, inertia base foundation and insulation. Complete as per specification and data sheet as per the site requirement. The system shall be complete in all respects. Any additional cost for system modifications necessary to meet specified duties, spatial conditions, and the offered equipment shall be provided to the Employer at no extra cost if there is a variation in capacity within 10%.

Chilled Water Piping

MS C class Chilled water piping, Y-Strainer, Valves, Expansion Tank etc. complete with companion flanges, nuts, bolts, gas kits fittings support etc. as required and as per specifications and drawings Duly Insulated with sections/roll of rockwool/fibre glass/------ of thickness as per specifications.

Piping Insulation

Underground Piping Insulation Thickness(mm)

Over Ground Piping Insulation Thickness(mm)

Butterfly Valves/Gate Valves

Butterfly valves Insulation Thickness(mm)

Balancing(Double Regulating Valve) Insulation Thickness(mm)

Non-Return Valve Insulation Thickness(mm)

Y-Strainer Insulation Thickness(mm)

Motorised Butterfly Valves

Motorised butterfly valves complete with actuator as per specifications & drawings.

Pressure Independent Control Valve for FCU

Pressure Independent Control Valve for FCU

For following pipe size Insulation thickness

Pressure Gauges with nipple, elbow and ball valve including of syphon & lock.

Thermometers

Flow Switches

Automatic Air Vents

Differential Pressure Switch

Air & dirt Separators & Vacuum Degasser as per specifications

For Main Plant

Closed type Expansion Tank of size for operating pressure up to 10 bars as per specifications.

1000 Ltrs. Capacity

500 Ltrs. Capacity

Flexible Couplings:

FCU/CEILING CONCEALED TYPE INDOOR UNITS

Supply, installation, tesing and commissioning of ceiling mounted FCU type (Low/Medium/High Static) Metallic body indoor units each complete with coil, pre-filter, etc. including valve packages and necessary steel supporting structure for wall mounting The units casing shall be of steel construction and 220 volt, 1 phase, 50 Hz, AC supply. (CFM shall be as per the approved design)

The capacities shall be as follows:

Supply, installation, testing and commissioning of Hi-Wall Mounted Type indoor units each complete with coil, pre-filter, corded remote controller etc. The units casing shall be of steel construction and 220 volt, 1 phase, 50 Hz, AC supply all as per specifications. CFM shall be selcted as per approved design.

VRF 4 WAY CASSETTE UNITS : Supply, installation, testing and commissioning of 4 -Way Cassette Type units each complete with coil, pre-filter,pump, corded remote controller etc. The units casing shall be of steel construction and 220 volt, 1 phase, 50 Hz, AC supply all as per specifications. CFM shall be

Refrigerant Joints and Headers

Supply, installation, tesing and commissioning of Imported fittings Y-joints, distributer and headers for all Indoor units as per layout drawings.

Corded Remote Controller

Supply, installation, tesing and commissioning of Corded Remote controllers for operation of indoor units

Central Remote Controller

Supply, installation, testing and commissioning of Central Remote Controller (BMS compatible) for complete system including all VRV/VRF indoor and outdoor units.

Scheduled Timer

Supply, installation, testing and commissioning of Scheduled Timer.

Notes:

REFRIGERANT PIPING

Supply,installation,testing and commissioning of Interconnecting copper refrigerant pipe work with elastomeric nitrile rubber/closed cell expanded polythene tubular insulation, GI flexible pipe cladding between each set of indoor & outdoor units as per specifications, all piping should be laid on Galvanised/Powder Coated tray supported by Galvanised M S Hangers & Clamps.

CONTROL CABLING

DRAIN PIPING

Supply,installation,testing and commissioning of GI drain piping complete with connection to nearest plumbing drains including fittings,Utraps, supports as per specifications and duly insulated with 6 mm thick nitrile rubber insulation / closed cell expanded polythene.

SPLIT TYPE UNITS ( NON VRF / VRV )

Providing, fixing, testing and commissioning of Hi wall split unit air conditioing air cooled type with evaporator coil, fan and fan motor ,air cooled condenser with hermatically sealed rotary compressor, condenser coil, corded remote controller and complete with electrical Wiring as required. Price of the unit shall be inclusive of the Voltage Stabilizer.

Note:Providing and fixing of M.S. angle iron frame work for outdoor unit including P.O. painting of the same is also included in the above scope. Contractor to submit design/Scheme for Iron frame and obtain approval of engineer-in-chage before proceeding further.

Providing, fixing and testing of copper refrigerant piping of apppriate sizes duly insulated with nitrile rubber insulation of 9 mm thickness and cabling for all types of split AC units. The pipes plus nitrile rubber insulation and cable are to be covered with PVC flexible conduits for protection.

AIR DISTRIBUTION SYSTEM

Ducting

Supply, Installation, Testing and Commissioning of Factory fabricated galvanised sheet metal ducts including elbows, turning vanes, neoprene gaskets, threaded rods, supports/hangers etc. in accordance with the approved shop drawing and specifications.

Grilles & Dampers

Providing, fixing, testing and commissioning of supply and return air Grilles / Diffusers as per specification and drawings including fixing frames of GI in False ceiling / Wall.

Supply, Installation, Testing and Commissioning of 16 Ga GI Frame / 24 Ga GI aerifoil blades type volume control duct / wall dampers complete with linkages, levers, fittings, supports, all accessories (With bird screen if installed at walls) as per specifications and any other item required to make the system complete.

Supply , installation and testing of non return dampers of steel sheet for ducts collars to be provided with suitable links, as per drawing and as required.

Supply , installation and testing of fusible link fire damper as per drawing and as required.

Supply, Installation, Testing and Commissioning of Fresh Air Louvers including the wire mesh, filter, volume control damper (all factory fabricated and assembled). The louver shall be of extruded Aluminium construction, and powder coated to the approved finish and colour.

Providing and fixing fire retardant non-porous double layer flexible connection between indoor unit and duct.

INSULATION

Providing and fixing of self adhesive Closed Cell Class O Elastomeric Nitrile rubber insulation on duct complete as per the specifications.

Providing and Fixing of Duct acoustic lining with 25 mm thick Fiber Glass of density 32 kg/m3 covered by tissue paper and than with perforated Al 26 Ga sheet with nuts, bolts etc as per specifications.

VENTILATION FANS

Axial Flow Fans

Supply, Installation, Testing and Commissioning of propeller / axial flow fans for the following capacity. Fan shall be supplied with GI gravity louvers, bird screen and fan guard.

Supply, Installation, Testing and Commissioning of propeller / axial flow fans for the following capacity. Fan shall be supplied with GI gravity louvers, bird screen and fan guard.

Inline Fans

Supply, Installation, Testing and Commissioning of Inline fans for the following capacity. Fan shall be supplied with GI gravity louvers, bird screen.

Supplying installation testing and commissioning of 6A DP MCB with powder coated MS box in IP 55 rated surface/recessed box with the total unit having IP 55 ingress protection with incoming & outgoing cable box for AC indoor unit complete as required.(From AC DB to AC indoor unit)

Supply, installation, testing and commissioning of Propeller type fan complete with motor suitable for 220±6% volt, 1 phase, 50 Hz AC supply, mounting frames and louvers.

HVLS Fans

Supply, installation testing and commissioning of "High Volume Low Speed Fans Dia: 16ft, Voltage 420V, Phase: 3 phase" with all other necessary accessories including down rod of suitable length & strength as per specification.

Supply, installation testing and commissioning of Supply, installation testing and commissioning of "1 phase, 65 Watts, 3 speed controller, 3 blades, 600mm X 600mm, Double Ball bearing, motor with copper winding and with remote control," with all other necessary accessories including all supporting arrangement strength as per specification.

TOTAL

Part 3: Schedule D

Technical Specification F01 shall be followed

Supply, installation, testing and commissioning of 4 Loop Addressable Fire Alarm Panel. Rest of the features shall be as per Technical specification.

Supply, installation, testing and commissioning of Repeater panel with mimic panel for fire alarm & control panel including the cost of mounting accessories complete as per specifications and as required

Supply, installation, testing and commissioning of the following signal initiating devices complete with galvanised steel back box, base detector, etc. complete as specified, required and as approved.

Heat -cum-smoke detectors(combined type full sensor detectors) with blinking LED and base.

Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed temperature thermistor complete with base as required.

Break glass unit/Manual Call Box

Response Indicator

Hooter cum speaker with 4watt speaker and Line Matching Transformer of minimum 100 dB at 10 M distance

Supply, installation, testing and commissioning of strobes for visual indication as required and as approved.

Supply, installation, testing and commissioning of Monitor Modules/ Input module including the cost of mounting accessories complete as per specifications and complete as required.

Supply, installation, testing and commissioning of Fault Isolator Modules including the cost of mounting accessories complete as per specifications and complete as required.

Supply, installation, testing and commissioning of Control Modules,Relay Module including the cost of mounting accessories complete as per specifications and as required.

Supplying, Laying, Termination, Testing &Commisioning of Fire Survival Cables (confirming to BS: 7846 and Section E02, 35 of technical specifications for perfomance requirements of Fire Survival Cables) armoured, 1 pair 2.5 sq.mm, screened / shielded, Copper conductor (one pair shielded and one pair unshielded) cable or Mineral Insulated cable complying the CWZ category.

Supplying, Laying, Termination, Testing &Commisioning of Fire Survival Cables (confirming to BS: 7846 and Section E02, 35 of technical specifications for perfomance requirements of Fire Survival Cables) armoured, 1 twisted pair 1.5 sq.mm, screened / shielded copper conductor cable or Mineral Insulated cable complying the CWZ category for looping of detection units etc.

Control wiring from Fire Pump Panel / Local Panel to remote Push Button in Control Room with 6C X 1.5 sq mm Cu. Wire laid 1.0m below ground

Supply & installation of remote ON & OFF push button for fire pumps (Main & standby), Pump Status on Repeater panel( Fire Pump) in Station control room. Repeater panel shall be with pilot lamp per pump and common alarm and accept switches.

Alarm for Water Flooding in pump room or any other underground room shall be provided and integrated alarm system of fire repeater panel in SCR. Flodding alarm system shall also be integrated with WPP to trip the panel when flooding started.

TOTAL FOR F.01

Technical Specification F02 shall be followed

Supply, installation and testing of fire pumps, electrically driven generally as specified and shown in equipment schedule complete with:

Hydrant Main Fire Pumps

Providing and fixing horizontal single stage, single outlet pumping set with bronze impeller, C.I. body and connected by a flexible coupling to a totally enclosed fan cooled induction motor mounted on a common M.S. structural base plate with RCC base (RCC by civil contractor) and with all pump accessories, including pressure switch, pressure guage (both with cut off ball valves) complete as per specifications. Motor to be suitable for 415V, 3-phase, 50 Hz AC supply (specifications as per fire fighting requirements and on the pattern of local authority approval) as per instruction and specifications.

Mentioned HP ratings are tentative and same shall be as per actual requirements.

App.head : 70 m

App. HP : 50 HP

App.head : 70 m

App. HP : 60 HP

App.head : 70m

App. HP : 75 HP

App.head : 88 m

App. HP : 100 HP

Fire Jockey Pumps

Supplying, installing, testing, & commissioning of electric driven automatic pressurisation pump set consisting of the following.

Vertical mounted multi stage centrifugal Jockey pump.

Squirrel cage induction motor suitable for 415 V, 50Hz, AC supply of the above pump with synchronous speed of 2900 RPM T.E.F.C type such as confirming to IP:55 and including pressure switch, pressure guage ( both with cut off valves ) complete as per specifications, flexible coupling and coupling guard with the pump.

Common base plate of fabricated mild steel channel or cast iron type.

App. Head : 70 m

App. H.P. : 7.5 HP

Providing & fixing stainless steel fire hydrant single 63 mm landing valve inlet, SS, spindle controlled 63 mm dia female instantaneous outlet type. SS coupling, blank cap, chain, twist release type lug & all accessories Conforming to IS standards & Technical specification. Including flanged tapping from wet rise complete as required.

Single Landing Valve (For Internal & External Hydrants)

Providing & fixing swinging type First Aid hose reel in red colour drum with 45 mts long and 20 mm dia heavy duty rubber water hose, ball valve, terminating with SS coupling & nozzle with shut off valve confirming to IS 8090 - 1976 complete with SS socket for tap-off, drum and brackets (including painting) for fixing on wall with anchor fastner, bolts & nuts conforming to IS:884-1969 complete as required. Note- Hose reel drum to be connected with main fire pipe through MS pipe.

Providing & fixing controlled RRL fire hose pipe (as per IS:636) of 63 mm dia and 15 meter length. Hose shall be complete with ISI marked S.S male & female coupling (IS:903)

Providing and Fixing stainless steel 63 mm dia instantaneous pattern branch short pipe, 20 mm dia nozzle conforming to IS 903, suitable for inter connection to hose pipe coupling complete as required.

Providing and fixing dial type pressure gauge with isolation cock and pipe.

Dial diameter 100 mm caliberation 0-15 kg or as required.

Providing and fixing standard firemans axe with heavy rubber handle.

Supply and installation of Hose Cabinet as per following descriptions :

UPMRCL will be willing to reduce the dimensions of the hose cabinet , which shall be drived from the BOQ rates after extrapolation and the factore shall be drived from the reduced surface area.

TOTAL FOR F.02

Technical Specification F03 shall be followed

Supplying, laying, jointing, testing and comissioning the following sizes of MS class `C' (heavy class) pipes conforming to IS:1239 with accessories like fittings including tees, elbows, reducers, flanges, rubber gaskets, GI nuts, bolts and washers and providing protection to embedded MS pipes and fittings by applying pyp kote primer (@ 100 gm/sqm) thereafter wrapping 4 mm thick pyp kote (AW 4 mm) protection coating by thermo fusion process. Overlap shall be maintained at 15 mm. The application process shall be strictly according to manufacturer’s specification, inclusing necessary excavation and refilling as required. (For under ground works)

i) All pipes and all heavy grade fittings conforming to IS 1239 together with welded joints, flanges, gaskets, bolts & nuts, washers, fittings, adapter pieces etc.

150 mm nominal bore

100 mm nominal bore

80 mm nominal bore

Supply and installation of Butterfly Valves IS:13095 with mating flanges generally as specified all complete.

250 nominal bore

200 nominal bore

150 nominal bore

100 nominal bore

80 nominal bore

Providing and laying cast iron non-return valve IS marked of 150 mm dia

Providing and laying cast iron non-return valve IS marked of 80 mm dia

Providing and fixing standard SS-316 Draw Out connection conforming to relevant standards for installation at Main Fire Water Tank. 100 mm dia. Stainless Steel (SS-316) fire brigade draw out collecting head with 63 mm diameter instantaneous male draw out arranged at a suitable point at street level. This draw out shall be connected to galvanized iron pipe of 100 mm diameter with foot valve arrangement in the tank for Fire Brigade

Constructing masonry chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement: 5 fine sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (one cement ratio two coarse sand ratio 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (one cement ratio 5 fine sand ratio 10 graded stone aggregate 40mm nominal size) and inside plastering with cement morter 1:3 (1 cement ratio 3 coarse sand) 12mm thick finished with the flaoting coat of neat cement complete as per standard design

With F.P.S. bricks

Internal Piping

Supply, fabrication & laying class-C heavy grade IS marked mild steel piping conforming to IS 1239 and IS 3589 complete with M.S. fittings, pipe supports, clamps, painting of two coats of red enamel etc. as defiooned in Technical specifications

25 mm nominal bore

32 mm nominal bore

40 mm nominal bore

50 mm nominal bore

80 mm nominal bore

100 mm nominal bore

150 mm nominal bore

200 mm nominal bore

250 mm nominal bore

Supply, fabrication (as per code), installation, testing and commissioning of Pressure vessels 450mm diameter and 1000mm high fabricated from min 8 M.S. plate with pressure Switches(for every individual pump to operate at drop of pressure) Bronze air release valve, gun metal gate valve, pressure gauge, safety valve, drain valve etc. accessories inside painting with epoxy paint and outside with enamel.

Supply, installation testing and commissioning double flanged MS pot strainers with M.S. body and SS 40-grade mesh strainer.

Size 200 mm

Size 100 mm

Supply, installation, testing and commissioning fire brigade connection with 4 way 63mm valves inlets, stand post and 150 mm MS pipe for mounting the stand post etc. as specified all complete as approved on tank. Note: The drawings of the proposed arrangement shall be provided by the contractor for approval of employer's representative.

Supply, installation, testing and commissioning Siamese connection with 4-way 63-mm outlets with non-return valve and butterfly valve etc. complete as required at road level cabinets. Note: The drawings of the proposed arrangement shall be provided by the contractor for approval of employer's representative.

Providing & fixing single acting Air release valve with brass gate valve, flanges/ union, suitable for wet riser system with all necessary connections.

Supply and installation of Ball valve (Test valve/drain valve) generally as specified all complete.

40 mm nominal bore

50 mm nominal bore

Providing and fixing UL listed Flow Switch of 80 / 100 / 150 mm dia on Header complete with flexible full bore paddle, U clamp and NO / NC contact terminals

Designing, providing and fixing Orifice plate made out of stainless steel plate (thickness as per specification) for 80/100/150 mm dia. pipe to reduce pressure upto 3.5 Kg/sqcm complete in all respects.

Pressure Gauges, 150 mm Dial, complete with mounting nipple and isolation valve. Range 0 - 10 Kg/Cm Sq.

TOTAL FOR F.03

Technical Specification F04 shall be followed

Providing, fixing, testing and commissioning of UL listed Pendant / Upright type Sprinkler Head rated at 68 degree centigrade

Providing and fixing sprinkler drain with 25 mm dia ball valve.

Providing and fixing UL listed Flow Switch of 80 / 100 / 150 mm dia on Sprinkler Header complete with flexible full bore paddle, U clamp and NO / NC contact terminals

TOTAL FOR F.04

Technical Specification F06 shall be followed

Supply and installation of portable fire Extinguishers as described below:

9 litre capacity of water CO2 type, IS marked, with discharge tube including clamps etc.

Carbon dioxide extinguisher conforming to relevant IS with high pressure discharge tube, horn, control valve, IS marked including clamps etc.

4.5 kg capacity extinguisher

Mechanical foam type 9.0 liter capacity fire extinguisher (for DG room)

TOTAL FOR F.05

Technical Specification F06 shall be followed

Supply, fixing, testing and commissioning of Automatic linear pneumatic Tube Detection based Clean agent System for Electrical Panels Main Distribution Board (MDB), Essential Power Panel (EPP), Main Lighting Panel (MLP), Emergency Main Lighting Panel (EMLP) Fire/Water Pump Panel (FPP/WPP), AC / PAP / ESCPP Panel and DG change over panel (AMF) (Tube Panel Protection System), consisting of the following components:

Note: The items indicated above are notable items. The vendor to include all allied and implid items in required quantity at no extra cost.

TOTAL FOR F.06.1

From 20 grams upto 100 grams

Above 100 grams upto 500 grams

Above 500 grams upto 1200 grams

Above 1200 grams

Note: Only 240 V AC UPS power supply shall be provided to the release control panel, all other accessories are inclusive in the above item

TOTAL OF MISC FIRE SUPRESSION ITEMS (AEROSOL BASED)

TOTAL FOR F.06

Technical Specification F07 shall be followed

Self- contained open circuit type compressed air Breathing apparatus set confirming to EN-137:1993 , standard complete with one spare cylinders,

a) Air cylinder with valve

b) Back plate with body harness

c) Face mask

d) Pressure reducer

e) Lung demand valve

f) Pressure gauge & warning whistle

g) Hoses

h) Carrying case

i) Spare air cylinder

One wall mounted cabinet to store the above breathing apparatus & associated equipments

TOTAL FOR F.07

Part 4: Schedule D

Technical Specification P01 shall be followed

PUMPS

Supply, installation, testing and commissioning horizontal monoblock pump set complete with gate valve and non-return valve at delivery and suction of pump for pumping water to overhead tank as per specification including all accessories required for installation of pumps.

Capacity – 100 LPM, approx head - 35m, (Domestic Water Pump)

Supply, installation, testing and commissioning submersible sump pumps with cast iron body and all S.S. internals supplied including all accessories required for installation of pumps.

Capacity – 250 LPM, approx head - 12m, (Sump Pump)

Providing Submersible pump set as per specifications with direct coupled motor rated for 3 Phase, 50 Cycles 415±10% Volts, AC supply with the following duty.

Total head - 200 mtr. (Approx.)

Flow rate - 12000 ltr/ hr. (Approx.), (Borewell Pump)

Supply, installation, testing and commissioning horizontal centrifugal Booster pump with SS304 stage casing, SS304 body, SS316L impeller & SS431 shaft with mechanical seal and coupled to a electric motor, each pump shall be provided with a totally enclosed fan cooled induction motor of suitable H.P. The motors shall be suitable for 240 volts ± 10%, 1 phase, 50 cycles A.C. power supply, 2900 RPM nominal speed.& IE2 efficiency class including all accessories required for installation of pumps.

Flow rate - 1500ltr/ hr. (Approx.),(Boosting Pump)

Flow rate - 130 LPM (Approx.),(Boosting Pump)

TOTAL FOR P.01

Technical Specification P03 shall be followed

Providing all materials and labour for supplying and fixing multi-level indicator cum controller, and having the controller equipped with level monitoring system and phase monitoring system for automatic operations of various pumps and indicating water levels for various tanks and having multi-level 4 nos. visual indications on panel with alarm system and timer including necessary cable and acknowledge facilities as per requirement and all complete as approved. Providing repeater panel in station control room for water level indication in various tanks.

Water tanks( UGT's and OHT's)

All above level Controllers / Indicators to be complete with sensors, switches, relays, all wiring from the sensors to the Control Unit, Control Units to Motor Control Centers of the various Pumps and to the various alarm and indicating devices.

Sensors Terminal Units would be in weather proof enclosures (minimmum IP-56).

WATER TREATMENT PLANT

Whether explicitly specified or not, the Water Treatment Plant and Pumps specified herein, must conform to the M & W Specifications and Motors must conform to the M & W Specifications, in addition to the description give in respective item of BOQ. BOQ shall be read alongwith technical specifications.

Rates quoted shall be inclusive of all structural supports, clamps etc. as per approved design / specifications.

DUAL MEDIA FILTER

Providing and fixing of mild steel (rubber Lined) pressure vessel confirming to IS:2825 dual media filter complete in all respects as

1) Capacity = 2 Cum / hr

2) Rate of flow = As per Vendor requirement

3) Wall thickness of shell and of dished ends as per IS:2825

4) Initial charge of media.

5) Sample valves

6) Sockets and valve for dosing chemicals.

7) Pressure gauge at inlet and outlet with isolating cocks and supports.

ACTIVATED CARBON FILTER

Providing and fixing of mild steel (rubber Lined) pressure vessel confirming to IS:2825 dual media filter complete in all respects as

1) Capacity = 2 Cum / hr

2) Rate of flow = As per Vendor requirement

3) Wall thickness of shell and of dished ends as per IS:2825

4) Initial charge of media.

5) Sample valves

6) Sockets and valve for dosing chemicals.

7) Pressure gauge at inlet and outlet with isolating cocks and supports.

CHEMICAL DOSING PUMP

Providing , fixing ,Installation and commissioning of chemical dosing pump capacity 6 lph with 100 ltrs capacity chemical tank including suitable length of flexible pipe as per required dia for complete in all respect.

TOTAL FOR P.02

Part 5: Schedule D

BUILDING MANAGEMENT SYSTEM FOR STATION

BMS General: Station BMS System shall provide with Manufacturing, Supply, Installation, Testing(FAT, SAT,PAT, etc), Integrated Testing and Commissioining, operational acceptance along with supply of Operation and Maintenance Manuals and Training of Operation & Maintenance Personnel.

BMS Central Processing Equipment ( Work Station CPU )

BMS Central Processing Equipment ( Work Station CPU )

Stand alone commercial grade Work Station CPU :

BMS Colour Monitor: 24" Dual Colour monitor

A4 Color Printer

BMS Software: Supply, Installation, testing, Commissioinig and development of Lifetime free BMS including Energy Management software meeting requirements given in I/O Summary, System Architecture and Employer requirements. The system should be accessible from anywhere on LAN or WAN or Ethernet without additional licence. The system should be scalable and non-proprietary.The software must be provided with 15 clients for simultaneous access anywhere within the facility and must support role based access to each and every user.The software must have a common programming and configuration environment. The following minimum third party system integrations (As per IO Summary in technical specifications ) shall directly integrate with BMS software: a. VRF Central Controlller/Air Cooled Chiller Control (Modbus TCP /BACnet IP) b. Fire Alarm Control Panel (Modbus TCP /BACnet IP) c. UPS/DG System (Modbus TCP /BACnet IP) d. Lift & Escalator RMS System (Modbus TCP /BACnet IP) e. All Electrical Panels (Modbus TCP /BACnet IP)

DDC(Direct Digital Control) Controller System: Supply, Installation, Testing & Commissioinng of DDC Controller system and program Development in DDC Controller based on the Employer requirements and System requirements. DDC Control system Shall have following as minimum, DDC Controller, IO modules, Panel enclousure, Relays, MCB's, Power supply modules, terminal blocks, LIU accessories, pushbutton, lamps, internal wires, Alarm buzzer, Louvers, fans, etc.

LAN INTERFACES: Supply, Installation, Testing and Commissioing of L2 16 Port Unmanaged Switch (2 FO Port and 14 Ethernet Port) with network rack.

Supply, Installation, Testing and Commissioing of Control Cable

6 Core 1.0 SQ. MM, armoured cable

4 Core 1.0 SQ. MM, armoured cable

1 Pair 1.0 SQ. MM, armoured cable

Supply, Installation, Testing and Commissioning of CAT 6 cable

Total for BMS(Building Management System )

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