1.Structure Design Basis & Technical Assumption With IS Code 02-11-2020

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 STRUCTURAL DESIGN REPORT & TECHNICAL ASSUMPTIONS (7th October 2020) Name and Nature of work : Design, Approval and Build Tender for Public Roads, Culverts, Underpass and Infrastructure and Allied Works for Mixed Use Development Project at Kirloskar Industries Limited, Kothrud, Pune Location of work : Adjacent to S. No. 156A, 156B+C2 and 13 part, Karve Road, Pashcimnagari, Adjacent to Shree Mrutyunjayeshwar Mandir, Kothrud, Pune Period of completion : Stage 1 -135 Days from the date of Stage 1 Commencement Stage 2 -865 Days (including mobilization period) from the date of Stage 2 commencement. Scope of Work : Scope consists of Design, Approval and Build Tender for Public Roads, Culverts, Underpass and Other Infrastructure and Allied Works (but not limited road development, cross drainage works, reconstruction of structures, Underpass, street lighting, road furniture, service utilities, utility shifting, tree transplantation etc.) CREATIVVE CONSTRUCTIIONS 1

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 Client : Kirloskar Industries Limited 8th Floor, Project Management Cello Platino, Fergusson College Road, Consultant Shivajinagar, Pune - 411005 PQS (Cost Consultant) : Jones Lang LaSalle Property Consultants (India) Pvt. Ltd Pune Office Liaisoning Architect Level 6, Amar Avinash Corporate Plaza, Bund Garden Road, Pune 411001 : Gleeds Consulting India Private Limited. Pune Office -Kumar Business Centre, 4th Floor, Opp. Pune Central Mall, Bund Garden Road, Pune 411001 : Ankur Associates 101, Tejovalay, CTS No. 1187 / 19, Ghole Road, Shivajinagar, Pune 411005. CONCESSIONAIRE : Creativve Constructiions \"SHYAM LILAA\" SEC-25, P.C.N.T.D.A, BEHIND GAYATRI HOTEL, PRADHIKARAN, NIGDI, PUNE-411044, CREATIVVE CONSTRUCTIIONS 2

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 INDEX SR.NO. DESCRIPTION Page No 1.00 General 4-4 2.00 List Of The Structures 4-4 3.00 Hydraulic And Hydrological Investigations 4-6 Methods Used For Flood Estimation 5-6 I Vertical Clearance For Structures 6-6 4.00 Design of Structure 7-7 5.00 General construction Materials 8-8 6.00 Codes Of Practices Referred And Followed 9-9 7.00 Road Crust Details As per CBR value 8.00 Flexible Pavement 10-13 Rigid Pavement 10-10 I Pedestrian Crust With Saucer Drain 11-11 II Indicative Section For wearing Coats 12-12 III Technical Guidelines For 12M Canal Road 13-13 IV Road Wise Section 14-18 9.00 P1 Canal road 14-14 I P1 Canal road – Underpass Section 14-16 I.A Technical Guidelines for 20 M DP Road 16-18 I.B Road Wise Section 19-22 10 P2 DP road – Culvert Above Nalla 19-20 I P3 DP road – PQC Road above Ground 20-21 I.C Utility Lines schedule for all Roads 21-22 ID 23-24 11 CREATIVVE CONSTRUCTIIONS 3

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 1.0. GENERAL: Revision: 00 Date: 07-10-2020 The design of Structures along the stretch is carried out on the basis of current design practice and as per the relevant IRC standards. The preliminary design was done based on various parameters and data such as design discharge of stream, observed HFL, scour level, sub-soil type, characteristic of streams/rivers, selection of site, etc. Width of carriageway, crash barrier is provided as per tender stipulations & MORST&H guidelines. 2.0. List of the structures: a. RCC Box Underpass – P1 :-12 M Canal Road b. RCC Culvert – P2 :-20 M DP Road c. Retaining wall – P1, P2 & P3 Roads (As required) d. BT/ Asphalt Road - P1 :-12 M Canal Road e. PQC Road – P3 :-20 M DP Road 3.0. HYDRAULIC AND HYDROLOGICAL INVESTIGATIONS: Hydrology is one of the important aspects for design of bridge structures across streams. The main objective of the hydrology is to determine the anticipated floods and other parameters such as design discharge, flow velocity, HFL, scour depth, etc. The basic data required for hydraulic calculations are size shape and surface characteristic of catchment, HFL, type of river, bed conditions etc. Catchment areas are calculated from toposheets, HFL data are collected from government agencies, local inquires. Bed conditions were acknowledged by site visits and site photographs. From contour survey and alignment of the stretch suitable locations of the structures were decided in relevant with the tender. CREATIVVE CONSTRUCTIIONS 4

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 The RCC Culvert & Rcc Box Underpass is designed such that it can pass the anticipated floods without endangering the structure. The hydrological and hydraulic study is carried out in accordance with IRC Special Publication No. 13-2004 (“Guidelines for the Design of Small Bridges and Culverts”) and IRC: 5-1998 (“Standard Specifications & Code of Practice for Road Bridges, Section- I (“General Feature of Design”). I. Methods used for flood estimation: A. Empirical method, Rational method Area velocity Method B. Hydraulic Design Steps: C. Calculation of Design Discharge by manning’s formulae, Dicken’s formulae, English formulae with catchment area and observed HFL. Obstructed area calculation, Afflux calculations Scour depth calculation D. Vertical Clearance from HFL: Vertical clearance as per IRC SP-13, Clause 12.3 is given as under. SR NO Discharge (m3/s) Minimum Vertical clearance (m) 1 Upto 0.30 2 Above 0.3 and upto 3.0 0.15 3 Above 3 and above 30 0.45 4 Above 30 and upto 300 0.6 5 Above 300 and upto 3000 0.9 6 1.2 Above 3000 1.5 CREATIVVE CONSTRUCTIIONS 5

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 E. WIDTH OF CARRIAGE WAY: Revision: 00 Date: 07-10-2020 SR NO Description Clear Width/ Carriage Way 1 VUP 2 PUP (m) 3 Minor Bridge 2.5 4 Major Bridge 5 Flyover 3.5 11.0 11.0 11.0 4.0. VERTICAL CLEARANCE FOR STRUCTURES: 6 Underpass below finished road level of lower road 6.50 m Underpass for pedestrians 4.0m. Underpass for vehicular traffic 5.50 m. LOADING: Forces considered for stability of piers and abutments are as per IRC: 6- 2000 Loads & Stresses (Section-II). Three/Two lane loading are considered as the clear carriage way width is 7.5 mto 11.0m. Load combinations considered are as per Table 1 of IRC: 6-2000. Various loads considered in design are as follows:  Dead Load  Live Load  Impact Load  Braking Load  Wind Load  Earthquake  Water Current  Buoyancy  Earth Pressure  Temperature effects CREATIVVE CONSTRUCTIIONS

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 5.0. DESIGN RCC CULVERT STRUCTURE: RCC cast-in-situ super structure of Span 9.0m, Box type culvert / under pass and Retaining wall. . (IS IRC SP 13- 2014) The analysis is done with grillage analogy. Design of the RCC culvert structure is carried out by working stress method of design as per IRC: 21-2000. RCC UNDERPASS: RCC cast-in-situ super structure of Span 7.5 m, under pass and Retaining wall. (IS IRC SP 13- 2014) The analysis is done with grillage analogy. Design of the RCC culvert structure is carried out by working stress method of design as per IRC: 21-2000. FOUNDATION: The foundation is kept at a depth that they are safe against scour, or protected from it. Apart from this, the depth provide is sufficient from consideration of bearing capacity, settlement & stability. RETAINING WALL: Retaining walls are provided at approaches to retain earth. Depending on the height RCC cantilever walls, PCC walls, Box type retaining walls are used at different locations. CREATIVVE CONSTRUCTIIONS 7

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 6.0. GENERAL MATERIALS USED: CONCRETE: Various grades of concrete is used depending on the requirement of an element and exposure conditions. M40 Grade Concrete – For Rigid Pavement Road (PQC) M30 Grade Concrete – For Slab & RE Wall for Underpass M25 Grade Concrete – For RE Walls (At the Both Ends) STEEL: Reinforcement Steel High yield strength deformed bars (HYSD) conforming to FE 500 conforming to IS: 1786 is used. EXPANSION JOINTS: Strip Seal Expansion Joint for 40/50mm (As per Site Requirement) Gap As per IRC, SP: 69, MORT&H specifications and RDSO CRASH BARRIER: Crash barrier is provided as per IRC-6 & IRC-5. WEARING COAT: Bituminous concrete wearing coat, 40 mm thick & Dense Bitumen Macadam 60 mm thick as per MORTH standards, is provided for RCC structures. WEEP HOLES: Weep holes are provided in accordance with MORT&H standard plans. CREATIVVE CONSTRUCTIIONS 8

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 7.0. Codes of Practices referred and followed: a) IRC: 5 -1998 Standard Specifications and Code of Practice b) IRC: 6-2000 for Road Bridges, c) IRC: 18-2000 d) IRC: 21-2000 Section I – General Features of Design e) IRC: 22-2000 Standard Specifications and Code of Practice f) IRC: 78-2000 for Road Bridges, Section II – Loads and Stresses Design Criteria for Prestressed Concrete Road Bridges (Post- Tensioned Concrete) Standard Specifications and Code of Practice for Road Bridges, Section III – Cement Concrete (Plain and Reinforced) g) IRC: 83-2000 Standard Specifications and Code of Practice h) (PART II) for Road Bridges, Section VI – Composite Construction (Limit States Design) Standard Specifications and Code of Practice for Road Bridges, Section VII – Foundations and Substructure Standard Specifications and Code of Practice for Road Bridges, Section IX – Bearings, Part II: Elastomeric Bearings i) IRC:SP-13: Guidelines for the Design of Small Bridges and Culverts 2004 CREATIVVE CONSTRUCTIIONS 9

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 8.0. ROAD CRUST CONSIDERED AS PER CBR DATA PROVIDED I. Flexible Pavement (BT-Bitumen Road) All dimensions in MM The Bituminous road is considered as per CBR data provided and the IRC Specifications are as follows. a. Earth Work Embankment :- As per MORT & H specification -305 & 310 b. IRC:37-2012 :- Tentative Guidelines for the Design of Flexible Pavements (with CD) & MORT & H- 507 c. IRC:20-1966 :- Recommended Practice for Bituminous Penetration Macadam (Full Grout) d. IRC:19-2005 :- Standard Specification and Code of Practice for Water Bound Macadam (Third Revision) e. GSB – Granular Sub Base :- As per MORT & H Specification 401 f. IRC:16-2008 :- Standard Specifications and Code of Practice for Prime and Tack Coat (Second Revision) & MORT & H -502 & 503 The Road Crust shown in the above picture is indicative and will be applied respectively. Note: - Design May varies if the PMC-PUNE/any Local Govt. body Deems necessary (10 % Crust Variation) CREATIVVE CONSTRUCTIIONS 10

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 II. Rigid Pavement ( PQC- Pavement Quality Concrete Road ) All dimensions in MM The PQC- Pavement Quality Concrete Road is considered as per CBR data provided and the IRC Specifications are as follows. a. Earth Work Embankment :- As per MORT & H specification -305 & 310 b. IRC:58-2015:- Guidelines for the Design of Plain Jointed Rigid Pavements for Highways (Fourth Revision) (with CD) c. IRC:SP:49-2014 Guidelines for the Use of Dry Lean Concrete as Sub-base for Rigid Pavement (First Revision) d. GSB – Granular Sub Base :- As per MORT & H Specification 401 The Road Crust shown in the above picture is indicative and indicative and will be applied respectively. Note: - Design May varies if the PMC-PUNE/any Local Govt. body Deems necessary (10 % Crust Variation) CREATIVVE CONSTRUCTIIONS 11

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 III. Pedestrian Pathway Crust Development with Saucer Drain All dimensions in MM The pedestrian facilities is designed as per the regular road practices followed by PMC-PUNE/Local Authority & the IRC Specifications are as follows. a. Earth Work Embankment :- As per MORT & H specification -305 & 310 b. IRC:103-2012:- Guidelines For Pedestrian Facilities c. GSB – Granular Sub Base :- As per MORT & H Specification 401 The pathway Crust shown in the above picture is indicative and will be applied respectively. Note: - Design May varies if the PMC-PUNE/any Local Govt. body Deems necessary (5 % Crust Variation) CREATIVVE CONSTRUCTIIONS 12

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 IV. Indicative section of Wearing Coats All dimensions in MM i) Underpass Flat Portion ii) Top Slab portion of Nalla culvert 13 CREATIVVE CONSTRUCTIIONS

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 9.0. Technical Guidelines for P1:- 12M Canal Road. 1. The proposed canal road (P1) is 12m in width as per development plan of Pune. 2. As per the PMC-Pune norms this 12m wide road comprises of a 7.5m wide 2-way road (2nos- 3.75m wide carriage) & 2.25m wide pathway on both side as shown in typical sections. 3. In order to connect plot-a with plot-c an underpass is proposed with a connecting slab above (as per the requirement mentioned in the bid). 4. This underpass is 7.5m in width & 5.5m in height, the adjoining ramp has a slope of 1:10 ratio, all proposed street furniture’s & signage’s are as per PMC-Pune guidelines. 5. P1 ROAD( Utility Details) a. All Existing services to be restored as it is. b. New material will be used for new services. c. New street light poles considered for illumination. d. All cables, pipeline & accessories will be replaced with new one. e. Storm waterline, Gravity distribution line (D-1.8m) & Domestic water line considered on both side of road. f. All the existing dismantled utility to be submitted back to concern authority as per the Guidelines. g. The details are mentioned in the utility lines schedule for all roads in the table below CREATIVVE CONSTRUCTIIONS 14

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Road Wise Sections. Revision: 00 A) P1:- 12M Canal Road Date: 07-10-2020 All dimensions in MM The section shown in the above is Road P1 Section CC & Section DD from Culvert to Start of Underpass ramp, the road crust consists of bituminous layers as shown above and the pathway section with saucer drain. CREATIVVE CONSTRUCTIIONS 15

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 The total width of road is 12 M consisting of carriageway of 3.75 M both way as per IRC 73 2014 Width of carriageway. The retaining walls with chain-link fencing on the top part are considered at the edge of the road for retaining the ROW- (Right Of Way), wherever required as per site condition for maintaining the RTL-(Road Top Level). The Service chambers will be provided as per requirement and standard at an intervals of approx. 25 – 30 M alternatively for various types of utility as per the site condition (Quantity as per BOQ). The storm water drain chambers are provided as shown in the section CC and at an interval of approx. 25 – 30 M (Quantity as per BOQ). The street Light poles will be provided at a interval of (25-30 M) with arm and lamp arrangement (Quantity as per BOQ). Road Signage’s will be installed after the final approval from PMC- PUNE/Local authority’s requirement (Quantity as per BOQ). B) P1:- 12M canal Road - Underpass Section All dimensions in MM CREATIVVE CONSTRUCTIIONS 16

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 The section shown in the above is Road P1 Section EE, Proposed Underpass to have connectivity for client’s plots. The internal height of the underpass is 5.5 M, with a closed portion of 45 m wide with two carriageway of 3.75 M each. Total length of the underpass is 165 M consisting of 45 M flat portion and 65 M ramps length on both sides. The 1800 MM dia water pipe lines are to be diverted as shown in the section EE above for the entire length of the underpass as per the approved diversion plan at the time of execution of the project. The section shown in the above is Road P1 Section FF, Proposed Underpass 17 to have connectivity for client’s plots. CREATIVVE CONSTRUCTIIONS

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 This section shows the arrangement of sump and pump control panel system for pumping the water as per Semitic drawings provided with tender. The Concrete grades considered are indicated in the drawings and structural report above. The bollards are provided at the footpath for pedestrian protection. The wearing Coats considered for the underpass flat portion is BC- Bituminous Concrete and DBM- Dense Bitumen Macadam as indicated above CREATIVVE CONSTRUCTIIONS 18

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 10.0. Technical Guidelines for P2&P3 :-20 M DP Road 1. The proposed road (P2&P3) that forms a connection between Karve road & gulwani maharaj road is 20m in width as per development plan of pune. 2. As per the PMC-Pune norms this 20m wide road comprises of a 15m wide 2-way road (2nos-7m wide carriage & 1m wide central median) & 2.50m wide pathway on both side as shown in typical sections. 3. P2 is proposed over an existing nalla which is covered with RCC culvert with a clear width of 9m as per PMC-Pune norms. 4. All proposed street furniture & signages are as per PMC-Pune guidelines. 5. P2 ROAD ( Utility Details) a. Proposed gas pipe line considered to road side. b. Street lighting on both side of the road with double arm bracket. c. Electrical distribution (LT) lines on both side of the road. d. Provision of domestic water distribution on both side of road. e. Existing sewage lines will be dismantled & relocated to new location as per site requirement. f. Provision of telephone and electric system in underground pipe. g. Services connectivity from main Karve road. h. All the existing dismantled utility to be submitted back to concern authority as per the Guidelines. i. The details are mentioned in the utility lines schedule for all roads in the table below 6. P3 ROAD ( Utility Details) a. All the Services will be connected to Existing Road utilities b. Sewage line connected to existing line. c. Street lighting on both side of the road with double arm bracket. d. Electrical distribution on both side of the road. e. All the existing dismantled utility to be submitted back to concern authority as per the Guidelines. CREATIVVE CONSTRUCTIIONS 19

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 f. Provision of domestic water distribution on both side of road. g. The details are mentioned in the utility lines schedule for all roads in the table below Road Wise Sections. C) P2 20M DP Road :- Culvert above Nalla All dimensions in MM The section shown in the above is Road P2 Section AA above Nalla from Start point at Karve-road to the plot D Junction, the road crust consists of bituminous Surfacing above RCC Slab Culvert as indicated in drawings and the pathway section with saucer drain as shown in indicative section. The total width of P2 Road is 20 M consisting of carriageway of 7 M both way as per IRC 73 2014 Width of carriageway with 1 m median. The RCC Culvert has an internal Width of 9 m, Considered as per the existing culvert section & PRIMOVE data. CREATIVVE CONSTRUCTIIONS 20

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 The retaining walls with chain-link fencing on the top part are considered at the edge of the road for retaining the ROW- (Right Of Way), wherever required as per site condition for maintaining the RTL-(Road Top Level). The Service chambers will be provided as per requirement and standard at an intervals of approx. 25 – 30 M alternatively for various types of utility as per the site condition (Quantity as per BOQ). The drainage lines chambers are provided as shown in the section CC and at an interval of approx. 25 – 30 M (Quantity as per BOQ). The street Light poles will be provided at a interval of (25-30 M) with arm and lamp arrangement (Quantity as per BOQ). Road Signage’s will be installed after the final approval from PMC- PUNE/Local authority’s requirement (Quantity as per BOQ). The wearing Coats considered for the underpass flat portion is BC- Bituminous Concrete and DBM- Dense Bitumen Macadam as indicated above D) P3 20M DP Road:- PQC Road above Ground All dimensions in MM CREATIVVE CONSTRUCTIIONS 21

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 The section shown in the above is Road P3 Section JJ plot D to gulwani maharaj road, the road crust consists of PQC -pavement quality concrete as shown in indication road crust above. The total width of P3 Road is 20 M consisting of carriageway of 7 M both way as per IRC 73 2014 Width of carriageway with 1 m median. The retaining walls with chain-link fencing on the top part are considered at the edge of the road for retaining the ROW- (Right Of Way), wherever required as per site condition for maintaining the RTL-(Road Top Level). The Service chambers will be provided as per requirement and standard at an intervals of approx. 25 – 30 M alternatively for various types of utility as per the site condition (Quantity as per BOQ). The drainage lines chambers are provided as shown in the section CC and at an interval of approx. 25 – 30 M (Quantity as per BOQ). The street Light poles will be provided at an interval of (25-30 M) with arm and lamp arrangement (Quantity as per BOQ). Road Signage’s will be installed after the final approval from PMC- PUNE/Local authority’s requirement (Quantity as per BOQ). CREATIVVE CONSTRUCTIIONS 22

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 11.0. UTILITY LINES SCHEDULE FOR ALL ROADS Proposed Utilities Proposed Road ( Value in Meter ) Sr.No Item Purpose P1 12M P2 – 20M P3 – 20M Total Descrip canal Road DP road DP Road 1 Electrical & over nalla 2960 2 tion telephone over 370.00 3 Crossing Ground 600.00 4 300mm Elect/Tel. 170.00 5 RCC LHS RHS LHS RHS LHS RHS 170.00 6 NP2 SWD 940.00 7 600 600 360 360 520 520 520.00 8 300mm Crossing 40.00 9 RCC 120 250 24.00 10 NP3 Crossing 40.00 11 300 300 1280.00 300mm Sewer RCC 120 50 NP3 SWD 50 120 450mm Crossing RCC SWD 210 210 260 260 NP3 SWD 260 260 600mm Crossing RCC 40 NP3 Crossing Water 12 12 600mm supply RCC 40 NP3 300 300 80 80 260 260 600mm RCC NP3 800mm RCC NP3 900mm RCC NP3 900mm RCC NP3 150mm DI K-9 CREATIVVE CONSTRUCTIIONS 23

CREATIVVE CONSTRUCTIION STRUCTURAL DESIGN REPORT & Engineers & Contractors TECHNICAL ASSUMPTIONS Document no: DBRTA/CC/001 Revision: 00 Date: 07-10-2020 12 200mm Water 100 100 200.00 DI K-9 supply 160.00 100.00 13 300mm Crossing 160 600.00 MS pipe Elect/Tel. 14 1000m Gravity 50 50 m MS Line 15 1800m Gravity 300 300 m MS Line Removing of Existing Utilities Proposed Road ( Value in Meter ) Sr.No Item Remark P1 canal P2 - DP P3 - DP Total Descrip Road road over Road over 1 440.00 tion nalla Ground 2 450.00 RCC LHS RHS LHS RHS LHS RHS 3 NP2/N 300.00 4 P3 Pipe Sewer 180 180 80 750.00 5 300.00 RCC Electrical & 150 300 NP2/N telephone P3 Pipe SWD 300 RCC NP2/N Water 150 600 P3 Pipe MNGL 300 MS Line GI Line CREATIVVE CONSTRUCTIIONS 24