Request for Proposal (“RFP”) issued by NHIT Western Projects Private Limited (NWPPL) for Engagement of Agency/Firm for Pavement Rectification works as per Schedule B on four-lane of Palanpur – Abu Road Section of NH-27 with project length of 45 kms in the state of Gujarat and Rajasthan.

(See Clauses 10.1.4 and 19.3)

Name of the Project :- Improvement works of Palanpur /Khemana to Aburoad to Swaroopganj Section (from km 601.000 to km 677.000) of NH 27 in the State of Gujarat and Rajasthan on EPC mode

Name of Employer National Highways Infra Project Private Limited

Authority's Engineer M/s L.N Malviya Infra Projects Pvt. Ltd.

Name of EPC Contractor M/s Bhimji Velji Sorathia Construction Private Limited

Contract Price Weightages

Project Cost:- 380,895,200 Previous Schedule-H Modified Schedule-H Cumulative Bill Upto Previous Bill This Bill Remarks Balance works as per Sch-H Balance Work as Per Site

Item Weightage in % of CP Stage for Payment Percentage weightage UOM Scope of work Rate Total Amount UOM Scope of work Rate Total Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount

1.Road Works including Culverts, widening and repair of culverts 96,099,858.96

Road Works including Culverts, widening and repair of culverts 25.23% C.1- Reconstruction/ New Service Road/ Slip Road (Flexible Pavement)

D- Reconstruction & New Culverts on existing road, realignments, bypasses 0.00 0.00

Box Culverts 8.39% Nos. 5 1,612,555.63 8,062,778.17 Nos. Previous schedule-H considered 5 nos. of Box Culverts as per mention in Schedule-B Chainages however the nos. of Box Culverts may reduced due to change in location of service road. Hence, we considering single side of each Box Culvert i.e. 7 Nos. as per schedule-B at present single side 5 nos. 0.00 0.00

Super-Structure: On completion of the super-structure (Box Culverts) 5.000 977,456 4,887,282.07 5.00 4,887,282.07 5.00 4,887,282.07 0.0 0.00 89% 0.00 0.00

Protection Work : On completion of the Protection Work (Box Culverts) 5.000 120,809 604,046.10 4.00 483,236.88 4.00 483,236.88 0.0 0.00 11% 1.00 120,809.22 1.00 120,809.22

2. Minor bridge/Underpasses/ Overpasses 7,617,904.00 0.00 0.00

Minor bridge/Underpasses/ Overpasses 2.0% A.2- New Minor bridges (length >6 m and < 60 m) 0.00 0.00

(1) Foundation: On completion of the foundation work including foundations for wing and return walls, abutments, piers. 35% Mtr. 17.6 151,492.41 2,666,266.40 Mtr. 2 1,333,133.20 2,666,266.40 2.00 2,666,266.40 2.00 2,666,266.40 0.00 0.00 Scope considering as per Schedule-B in Nos. (LHS-1 & RHS-1 =2 Nos.) 0.00 0.00

(2) Sub-structure: On completion of abutments, piers up to the abutment/ pier cap including wing/ return wall up to top 34.50% Mtr. 17.6 149,328.23 2,628,176.88 Mtr. 2 1,314,088.44 2,628,176.88 2.00 2,628,176.88 2.00 2,628,176.88 0.00 0.00 0.00 0.00

(3) Super-structure: On completion of the super-structure in all respects including Girder, Deck slab, bearings. 25.00% Mtr. 17.6 108,208.86 1,904,476.00 Mtr. 2 952,238.00 1,904,476.00 2.00 1,904,476.00 2.00 1,904,476.00 0.00 0.00 0.00 0.00

(4) Approaches: On completion of approaches including Retaining walls, stone pitching, protection works complete in all respect, tests on completion in all respect and fit for use. 5.00% Mtr. 17.6 21,641.77 380,895.20 Mtr. 2 190,447.60 380,895.20 2.00 380,895.20 2.00 380,895.20 0.00 0.00 0.00 0.00

(6) Other Ancillary Works: On completion of wearing coat, expansion joints, hand rails, crash barriers, road signs & markings, tests on completion in all respect. 0.50% Mtr. 17.6 2,164.18 38,089.52 Mtr. 2 19,044.76 38,089.52 2.00 38,089.52 2.00 38,089.52 0.00 0.00 0.00 0.00

Other Works 72.77% (i) Toll Plaza & Toll plaza maintenance 9.63% Each 4 6,673,046.80 26,692,187.19 Each 4 0.00

b)Miscellanious Items (Finishing of Toilet & Approaches of Static Weigh Bridge) 4 1,289,218.72 5,156,874.87 4.00 5,156,874.87 4.00 5,156,874.87 0.00 0.00 40% 0.00 0.00

(ii) Road side drains 0.00 0.00 0.00 0.00 0.00 0.00

b) Wayside Amenities excluding Slip Roads & but including all internal roads (Service areas including Bus/Truck Lay-Byes) 2.35% Each 2 3,256,834.89 6,513,669.77 Each 2 3,256,834.89 6,513,669.77 2.000 6,513,669.78 2.00 6,513,669.78 0.00 0.00 0.00 0.00

c) Others(Kerbs/Pedestrian Railing) 7.18% km km 6.560 3,033,740.85 19,901,339.98 6.560 19,901,339.98 6.469 19,625,269.56 0.091 276,070.42 Kerb Rising & Railling Providing & Fixing 0.00 0.00 0.00

ii) Pedestrian Railing km 5.810 1,712,679.86 9,950,669.99 km 0.00 0.00 0.00

(vii) Rain Water Harvesting 5.69% Nos. 10 1,577,139.62 15,771,396.17 Nos. 10 1,577,139.62 15,771,396.17 9.000 14,194,256.58 9.00 14,194,256.58 0.00 0.00 1.00 1,577,139.62 0.00 Completed Bill Pending (Chamber Casting Pending)

(x) Street Lighting 5.92% km km 0.00 0.00 0.00 0.00 0.00 150

(xvii) Junction Improvement 16.66% Each 27 1,710,287.44 46,177,761.01 Each 0.00 0.00 0.00

NHIT Eastan Project Pvt. Ltd

Annexure C3 - BoQ Improvement works of Palanpur /Khemana to Aburoad to Swaroopganj Section (from km 601.000 to km 677.000) of NH 27 in the State of Gujarat and Rajasthan on EPC mode

S No Item Description Unit Rate Balance Quantity

Quantity Amount (Rs.)

1 Service Road & Junction

1 Excavation upto the depth of Embankment:Excavation in Soil using Hydraulic Excavator and Tippers with disposal. Scope of Work: Excavation for roadwork in soil using a hydraulic excavator of 0.9 cum bucket capacity, including cutting, trimming of bottom and side slopes, loading into tippers, and transporting the excavated material to the embankment location, within all lifts and lead up to 1000 metres, in accordance with specified lines, grades, and cross-sections. Execution Requirements: 1) Carry out soil excavation using hydraulic excavator (0.9 cum bucket size). 2) Load excavated soil into tippers without spillage. 3) Trim side slopes and bottom in accordance with design drawings. 4) Transport material to designated embankment site within 1000 m. 5) Maintain line, level, and compaction specifications. 6) Follow safety, environmental, and haul route management norms. Rate Inclusions: Includes Labour, machinery (excavator & tippers), fuel, trimming, loading, transport within 1000 m, traffic control, safety compliance, and supervision. Relevant Code / Specifications: MoRTH Clause 301 ( Generalized) Excavation Cum 650.00 0.00

2 Embankment Construction with Material Obtained from Borrow Pits Identification of Activity: Construction of embankment using approved soil obtained from borrow pits, including excavation, loading, transportation, unloading. Method of Construction: 1) Identify and approve borrow pit sources. 2) Excavate and load earth using hydraulic excavators. 3) Transport material using tippers to the construction site. 4) Spread uniformly using graders and level to required profile. 5) Compact each layer using vibratory rollers. 6) Maintain moisture content by sprinkling water as needed. Rate Inclusions: The quoted rate shall include the cost of all labour, machinery (excavators, tippers, graders, rollers, water tankers), materials, fuel, lead and lift, quality control, water for compaction. Also includes testing and safety compliance. Relevant Code / Specification: MoRTH Specification Clause 305.3 Note: If earth is obtained from government land, compensation shall be excluded. Embankment Cum 325.00 0.00

3 Construction of Subgrade and Earthen Shoulders Scope of Work: Construction of subgrade and earthen shoulders using approved material obtained from borrow areas, carried to site with all lifts and leads, and laid in layers not exceeding Specific Thickness. The material shall meet the quality parameters defined in MoRTH Clause 305, ensuring proper gradation, moisture, and plasticity. Execution Requirements: 1) Transport approved borrow material to the site and spread in uniform layers. 2) Maintain layer thickness not exceeding specified thickness (shall not be more than 250 mm when vibratory roller/ vibratory soil commpactor is used & shall not be more than 200 mm when 80-100 kN Static roller is used) 3) Compact the subgrade and the earthen shoulders to 97% MDD or above, both as per IS 2720 (Part 8). 4) Ensure proper grading, slope, and level in accordance with approved drawings. 5) Conduct field density and moisture content tests. 6) Perform surface dressing and provide drainage profile for shoulders. 7) Ensure environmental compliance and maintain safe working conditions. Rate Inclusions: The rate shall include cost of all labour, borrow area development, material procurement, loading, unloading, transportation with all lifts and leads, spreading, grading, compaction with mechanical means, surface dressing, quality control testing (MDD, moisture, gradation), and all incidental works required for proper completion as per specifications. Relevant Code : MoRTH Clause 305 Subgrade Cum 325.00 0.00

4 Construction of Granular Sub-Base (Grade IV Material) Grading IV Material - ( Mix in Place) Scope of Work: Construction of granular sub-base using close graded material conforming to MoRTH Table 400-1, by spreading the approved material in uniform layers over the prepared subgrade, mixing the material in place using a mechanical rotavator at Optimum Moisture Content (OMC), and compacting it with vibratory rollers to achieve the required density. The work shall be executed as per lines, levels, and cross-sections shown in the drawings or as directed by the Engineer.. Method of Construction: 1) Subgrade Preparation: Clear and level the subgrade as per Clause 301/305. Lightly sprinkle with water and compact using a smooth roller. 2) Material Spreading: Spread the approved close graded material in uniform layers (≤200 mm uncompacted) using a motor grader, as per specified alignment and cross-section. 3) In-Place Mixing: Mix the material in place using a mechanical rotavator, adding water as required to achieve OMC. 4) Compaction: Compact using a vibratory roller (80–100 kN) to achieve a minimum of 98% MDD as per IS:2720 (Part 8). Begin rolling from lower edge and proceed to crown. 5) Surface Finish: Ensure the surface is smooth, free from segregation, and conforms to specified lines and grades. Rolling overlap shall be at least 1/3rd width per pass. 6) Testing & Quality Control: Check moisture content before compaction (1–2% below OMC). Conduct field density tests at 50 m intervals or as directed by the Engineer. Note : When the granular sub-base is constructed in two layers each individual layer shall not be less than 150 mm, in accordance with MoRTH Clause 401.2.1. Rate Inclusions: The rate includes the cost of all labour, approved materials, mixing in place using rotavator at OMC, water, spreading, compaction using vibratory roller, transportation , quality control tests, use of all tools, plants, equipment, safety measures and all incidental works to complete the item Relevant Code / Specifications: MoRTH Clause 401 , MoRTH Table 400-1 GSB Cum 130.00 0.00

5 Construction of Wet Mix Macadam (WMM): Scope of Work: Construction of Wet Mix Macadam using crushed stone aggregates conforming to MoRTH Clause 406, laid by mechanical paver in uniform layers not exceeding 200 mm thickness, mixed with water to achieve optimum moisture content and compacted to required density. Execution Requirements: 1) Source approved aggregates as per project specifications. 2) Prepare the surface by cleaning, leveling, and ensuring cross-slope as per drawings. 3) Mix aggregates with controlled water addition in a mechanical mixer. 4) Lay WMM using a mechanical paver, ensuring proper grade, slope, and layer thickness (Single layer ≤ 200 mm). 5) Compact each layer using an 8–10 tonne vibratory roller to achieve at least 98% of Maximum Dry Density (MDD) per IS 2720 (Part 8). 6) Conduct field density tests every 50 m or as directed by the Engineer. 7) Ensure GPS-enabled paver use with a minimum blade length of 3.05 m for accurate alignment and finish.Rate Inclusions :The rate includes cost of aggregates, water, mixing, laying, rolling, labour, machinery (paver, roller), fuel, surface preparation, compaction, testing, royalty, transportation, and all incidental works. It also includes and environmental and safety measures. Relevant Code / Specifications: MoRTH Clause 406 WMM Cum 162.50 0.00

6 Prime Coat over Granular Base – Using SS1 Grade Bitumen Emulsion Scope of Work: Applying primer coat using SS1 grade bitumen emulsion over prepared stabilized soil base/crusher run macadam, including cleaning and spraying. Execution Requirements: 1) Mechanically clean the compacted surface. 2) Use SS1 bitumen emulsion as per IS:8887. 3) Spray uniformly at 0.90–1.20 kg/sqm using pressure sprayer. 4) Ensure surface is damp, not wet. 5) Allow minimum 24 hours curing; restrict traffic. Rate Inclusions: Bitumen emulsion, surface prep, labour, equipment, spraying, curing, PPE, barricading, and all incidental items. Relevant Code / Specification: MoRTH Clause 502 , IS:8887, Table 500-3 Prime Coat Sqm 2,348.00 0.00

7 Tack Coat on Bituminous Surfaces Scope of Work: Providing and applying tack coat using bitumen emulsion on a prepared bituminous surface to ensure effective bonding with the overlying bituminous layer. Execution Requirements: 1) Clean the bituminous surface using a mechanical broom to remove dust and debris. 2) Use RS-1 grade bitumen emulsion conforming to IS:8887. 3) Apply uniformly at a rate of 0.20 to 0.30 kg/sqm using a bitumen pressure distributor. 4) Maintain spray temperature for Bitumious emulsion around 20°C to 70°C, and for CutBack 50°C to 80°C for best results. 5) Avoid overlapping, streaking, or excess pooling; ensure full surface coverage. Rate Inclusions: Rate includes Bitumen emulsion, labour, cleaning, spraying equipment, fuel, PPE, traffic control, Safety compliance and all incidental works. Relevant Code / Specification: MoRTH Clause 503, IS:8887 Tack Coat Sqm 9,716.00 0.00

8 Dense Bituminous Macadam: Grade 2 VG 40 Scope of Work: Providing and laying Dense Graded Bituminous Macadam (DBM) with 26.5 mm nominal size aggregates (Grading 2) premixed with bituminous binder in a hot mix plant, transported and laid over a prepared surface using sensor-controlled paver finisher, and compacted to achieve the specified grade, density, and finish. Execution Requirements: 1) Use Grading 2 aggregates, VG-40 bitumen @ 4.5%, and filler; mix in approved HMP. 2) Maintain mixing temp: 160–170°C, laying ≥150°C, rolling ≥100°C. 3) Lay mix using sensor-controlled hydrostatic paver finisher to proper profile and level. 4) Maintain layer thickness around 50–75 mm. 4) Compact with smooth wheel, vibratory, and PTR rollers to achieve ≥92% lab density (IS:12091). Rate Inclusions :The rate shall include cost of all materials (VG-40 bitumen, aggregates, mineral filler), mixing in HMP, heating, transportation, laying with paver, compaction using rollers, quality control testing, labour, machinery, fuel, PPE, barricading, signage, traffic control, environmental and safety compliance, and all incidental works required to complete the job in accordance with MoRTH specifications. Relevant Code / Specification: MoRTH Clause 505 DBM Cum 182.40 0.00

9 Bituminous Concrete – Grading 2 (VG-40, 5.4%) Scope of Work: Providing and laying Bituminous Concrete (BC) with Grading II aggregate using higher capacity batch type hot mix plant, premixed with VG-40 bitumen @ 5.4% by weight of total mix and filler, including transportation, laying by hydrostatic sensor paver, and compaction with rollers as per MoRTH Clause 507. Execution Requirements: 1) Prepare mix with VG-40 binder @ 5.4%, Grading 2 aggregates, and filler in HMP. 2) Maintain mix temp 160–170°C, laying temp ≥150°C, rolling temp ≥100°C. 3) Lay mix using sensor paver to desired camber, grade, and level. 4) Compact with smooth, vibratory, and tandem rollers to achieve ≥92% lab density. 5) Maintain layer thickness of 30-40 mm. Rate Inclusions:Covers the complete scope including cost of materials (VG-40, aggregates, filler), HMP operation, transportation, laying, compaction, site preparation, testing, safety, and environmental management. Relevant Specification: MoRTH Clause 507 BC Cum 242.72 0.00

Total Amount:- 0.00

Sl No. Activities UOM Basic Rate Escalation Final Remark

1 Excavation Road Cum 91.50 0.14 104.40 SOR 2022-23 Sl Nos-3.3

2 Excavation Structure Cum 265.00 0.14 302.35 SOR 2022-23 Sl Nos-3.13 (A.i) Price Adjustment

3 Embankment Borrow Area Cum 146.90 0.14 167.60 SOR 2022-23 Sl Nos-3.16 S No Item Description Indices March 2023 Indices @ July-2026 Price Adjustment Factor Remarks

4 Subgrade Cum 175.50 0.14 200.24 SOR 2022-23 Sl Nos-3.18

5 GSB Cum 682.69 0.14 778.91 SOR 2022-23 Sl Nos-4.1 (iv) 1 Price Adjustment Factor @ All Commodities- WPI 151.00 168.30 11.46%

7 Tack Coat Sqm 9.10 0.14 10.38 SOR 2022-23 Sl Nos-5.2 (i) 3 Weighted Price Index (70%xWPI + 30%xCPI) 14.09%

8 Prime Coat Sqm 26.00 0.14 29.66 SOR 2022-23 Sl Nos-5.1(A.i)

12 Filter Media Cum 579.80 0.14 661.52 SOR 2022-23 Sl Nos-13.10

15 HYSD FE-5000 MT 67,970.00 0.14 77,549.73 Meterial Rate +7000 for Cut, bend & Placing

16 Brick masonry Cum 5,231.18 0.14 5,968.47 SOR 2022-23 Sl Nos-12.5

17 Weep Hole Nos. 104.00 0.14 118.66 SOR 2022-23 Sl Nos-13.8

18 Stone/Boulder Cum 1,041.00 0.14 1,187.72 SOR 2022-23 Sl Nos-16.4 (A)

19 Sand Filling Cum 355.22 0.14 405.28 SOR 2022-23 Sl Nos-12.3

20 Median filling Cum 189.80 0.14 216.55 SOR 2022-23 Sl Nos-4.17

21 Painting Concrete Surface-Road Sqm 71.00 0.14 81.01 SOR 2022-23 Sl Nos-8.8

22 Painting Steel Surface Sqm 64.00 0.14 73.02 SOR 2022-23 Sl Nos-8.9

23 Road Marking Sqm 427.00 0.14 487.18 SOR 2022-23 Sl Nos-8.13

24 "W" metal beam crash barrier RMT 3,388.0 0.14 3,865.51 SOR 2022-23 Sl Nos-8.23 (A)

3.29 Prime Coat

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) Sq. m 26.00

Basic rate for Construction of Prime Coat per Sqm 26.00

TOTAL RATE of Construction of Prime Coat per Sqm 26.00

Deduct Cost of Emsulsion SS1 as per SOR MT 0.00065 42,000 (27.30)

Add Cost of Emsulsion SS1 as per Current Rate MT 0.00065 66,552 43.26

Final Rate 41.96

Construction of New RD and junction improvement work

S. No Chainage (km) Side Length (m) Width (m) Milling BC DBM Prime Coat (Sqm) Tack Coat (Sqm) DBM Tack Coat (Sqm) BC Qty (Cum) Remarks Sch _B /Maint. IE Observation

5 647+350 647+355 LHS 5 2 0.05 10.0 10.00 0.500 SRD Sch _B 2.0 Mtr width Balance

6 647+420 647+428 LHS 8 2 0.05 16.0 16.00 0.800 SRD Sch _B 2.0 Mtr width Balance

7 647+650 647+668 LHS 18 2 0.05 36.0 36.00 1.800 SRD Sch _B 2.0 Mtr width Balance

9 676+805 676+822 LHS 17 3.5 0.05 59.5 59.50 2.975 SRD Sch _B 3.5 Mtr width Balance

10 676+945 677+000 LHS 55 2.0 0.05 110.0 110.00 5.500 SRD Sch _B 2.0 Mtr width Balance exit side

1 647+350 647+355 LHS 5 2.0 0.040 10.00 0.40 SRD Sch _B 2.0 Mtr width Balance

2 647+420 647+428 LHS 8 2.0 0.040 16.00 0.64 SRD Sch _B 2.0 Mtr width Balance

3 647+650 647+668 LHS 18 2.0 0.040 36.00 1.44 SRD Sch _B 2.0 Mtr width Balance

4 676+805 676+822 LHS 17 3.5 0.040 59.50 2.38 SRD Sch _B 3.5 Mtr width Balance

9 676+945 677+000 LHS 55 2 0.040 0 0.000 110.00 4.40 SRD Sch _B 2.0 Mtr width Balance exit side

10 647+120 647+200 LHS 80 4 0.040 0 0.000 320.00 12.80 SRD Sch _B Entry side flaring balance

Current Status of Initial Improvement works as per Schedule B (As on 08.11.2025)

Junction improvement Work

Sr.no. Description Km. Side Status of IE's Joint site visit Quantity Observation 650

Sch-B Maintenance Excavation Emb SG GSB Prime Coat WMM Tack Coat DBM BC Marking

1 Junction improvement 647+040 LHS Balance at site (ROW issue) 1 IE/Balance work as per site condition All Layer Bal. 650 325 325 130 650 162.50 1300 32.5 26 97.5

2 Junction improvement 652+800 LHS Balance at site 1 IE/Balance work as per site condition DBM & BC 1300 32.5 26 97.5

3 Junction improvement 652+800 RHS Balance at site 1 IE/Balance work as per site condition DBM & BC 1300 32.5 26 97.5

Measurment Sheet

Road Side Drain Diamension Schedule Quantity Drain Cover

S.No. Chainage Side Length Quantity Remark Observation Wall Height Wall Thick Raft Thick Raft Width Slab Thick Slab Width Excavation Levelling Course (M-15) Foundation (M-25) Wall (M-25) Slab (M-25) HYSD Steel Weep Hole Back filling Slab (M-25) HYSD Steel

From To Sch-B Maintenance

Section-1 (601+000 to 646+000) Mtr Mtr Mtr Mtr Mtr Mtr Cum Cum Cum Cum Cum MT Nos. Cum Cum MT

Total (A) 107 107 107 Weep Hole 1 #REF! #REF! #REF! Nos

Section-2 (646+000 to 677+000) Parapet Wall 1 #REF! #REF! 0.6 #REF! #REF! Cum

S. No Chainage (km) Side Length (m) EL CL Quantity (Sq.M) Observation

From To Sch-B Maintenance

1 647+350 647+355 LHS 5 0.15 0.1 0.92 Balance work as per site condition

2 647+420 647+428 LHS 8 0.15 0.1 1.47 Balance work as per site condition

3 647+650 647+668 LHS 18 0.15 0.1 3.30 Balance work as per site condition

4 676+805 676+822 LHS 17 0.15 0.1 3.12 Balance work as per site condition

5 637+700 638+000 LHS 300 0.15 0.1 55.00 Balance work as per site condition

6 637+200 637+720 RHS 520 0.15 0.1 95.33 Balance work as per site condition

7 647+200 647+305 LHS 105 0.15 0.1 19.25 Balance work as per site condition

8 676+661 676+800 LHS 139 0.15 0.1 25.48 Balance work as per site condition

9 676+945 677+000 LHS 55 0.15 0.1 10.08 Balance work as per site condition

9 647120 647200 LHS 80 0.15 0.1 14.67 Balance work as per site condition

Total Qty:- 1,247 229

Measurment Sheet

SL No Chainage Side Length Quantity (Nos) Description

From To Sch-B Maintenance

Section-2 (646+000 to 677+000)

Total Balance Qty. (A+B) 1,247.00 278.00 278.00

BOX culvert head wall painting

S. No Item Description Chainage (km) Side Nos. Length (m) Hight (m) Painting Quantity (Sqm) Pretection Work Quantity Observation

From To Sch-B Maintenance Sch-B Maintenance

3 BOX culvert 637+715 LHS 1 8.38 0.7 5.9 1.0 IE/Balance work as per site condition (Protection and Painting Bal) As per Letter Culvert Bal.at Site

S No Item Unit Nos Length Width Thick Quantity Sub Total Rate Amount

2 Excavation for Curtain Wall Cum 1 9.8 2.35 2.5 57.58

3 Excavation for Rigid Appron Cum 1 6.15 2.85 0.45 7.89

2 PCC for Curtain Wall M15 Cum 1 9.8 2.15 0.15 3.16

PCC for Curtain Wall M15 (Sub Str) Cum 1 9.8 Area= 1.898 18.60 0.75

PCC for Rigid Appron M15 Cum 1 6.15 2.85 0.150 2.63

5 Boulder for Flexible appron Cum 1 9.8 6 1 58.80 58.80 1187.719124 69,837.88

(v)W-Beam Crash Barrier

SL No Chainage Side Length Description

1 668.550 669.000 LHS 0.450 P&F Metal Beam Crash Barrier

2 669.080 669.300 LHS 0.220 P&F Metal Beam Crash Barrier

3 666.950 667.000 RHS 0.050 P&F Metal Beam Crash Barrier

4 667.010 667.850 RHS 0.840 P&F Metal Beam Crash Barrier

5 662.400 662.700 RHS 0.300 P&F Metal Beam Crash Barrier

6 661.500 661.550 RHS 0.050 P&F Metal Beam Crash Barrier

7 660.900 661.000 LHS 0.100 P&F Metal Beam Crash Barrier

8 660.350 660.450 LHS 0.100 P&F Metal Beam Crash Barrier

9 660.164 660.200 LHS 0.036 P&F Metal Beam Crash Barrier

10 658.800 658.900 LHS 0.100 P&F Metal Beam Crash Barrier

11 657.400 657.500 LHS 0.100 P&F Metal Beam Crash Barrier

12 657.200 657.600 RHS 0.400 P&F Metal Beam Crash Barrier

13 654.100 654.204 LHS 0.104 P&F Metal Beam Crash Barrier

14 651.600 651.940 LHS 0.340 P&F Metal Beam Crash Barrier

15 651.950 652.100 LHS 0.150 P&F Metal Beam Crash Barrier

16 651.600 651.940 RHS 0.340 P&F Metal Beam Crash Barrier

17 651.950 652.004 RHS 0.054 P&F Metal Beam Crash Barrier

18 651.200 651.450 LHS 0.250 P&F Metal Beam Crash Barrier

19 651.200 651.450 RHS 0.250 P&F Metal Beam Crash Barrier

20 649.800 650.048 LHS 0.248 P&F Metal Beam Crash Barrier

21 639.800 640.100 RHS 0.300 P&F Metal Beam Crash Barrier

22 638.400 638.700 RHS 0.300 P&F Metal Beam Crash Barrier

23 638.250 638.420 LHS 0.170 P&F Metal Beam Crash Barrier

24 634.300 634.420 LHS 0.120 P&F Metal Beam Crash Barrier

25 634.300 634.400 RHS 0.100 P&F Metal Beam Crash Barrier

26 628.700 629.350 RHS 0.650 P&F Metal Beam Crash Barrier

27 628.300 628.400 RHS 0.100 P&F Metal Beam Crash Barrier

28 627.900 628.224 LHS 0.324 P&F Metal Beam Crash Barrier

29 628.234 628.420 LHS 0.186 P&F Metal Beam Crash Barrier

30 627.550 627.650 RHS 0.100 P&F Metal Beam Crash Barrier

31 626.900 627.050 LHS 0.150 P&F Metal Beam Crash Barrier

32 626.300 626.304 RHS 0.004 P&F Metal Beam Crash Barrier

33 626.314 626.600 RHS 0.286 P&F Metal Beam Crash Barrier

34 626.100 626.200 LHS 0.100 P&F Metal Beam Crash Barrier

35 623.900 623.950 RHS 0.050 P&F Metal Beam Crash Barrier

36 622.000 622.200 LHS 0.200 P&F Metal Beam Crash Barrier

37 622.000 622.200 RHS 0.200 P&F Metal Beam Crash Barrier

38 621.800 621.850 RHS 0.050 P&F Metal Beam Crash Barrier

39 621.854 621.960 RHS 0.106 P&F Metal Beam Crash Barrier

40 621.964 622.000 RHS 0.036 P&F Metal Beam Crash Barrier

41 621.630 621.750 LHS 0.120 P&F Metal Beam Crash Barrier

42 621.000 621.020 RHS 0.020 P&F Metal Beam Crash Barrier

43 621.030 621.100 RHS 0.070 P&F Metal Beam Crash Barrier

44 620.800 620.890 RHS 0.090 P&F Metal Beam Crash Barrier

45 620.800 620.900 LHS 0.100 P&F Metal Beam Crash Barrier

46 619.600 619.650 LHS 0.050 P&F Metal Beam Crash Barrier

47 619.500 619.700 RHS 0.200 P&F Metal Beam Crash Barrier

48 619.050 619.400 RHS 0.350 P&F Metal Beam Crash Barrier

49 619.000 619.326 LHS 0.326 P&F Metal Beam Crash Barrier

50 619.332 619.356 LHS 0.024 P&F Metal Beam Crash Barrier

51 619.364 619.400 LHS 0.036 P&F Metal Beam Crash Barrier

52 618.550 618.618 RHS 0.068 P&F Metal Beam Crash Barrier

53 618.624 618.700 RHS 0.076 P&F Metal Beam Crash Barrier

54 618.480 618.530 LHS 0.050 P&F Metal Beam Crash Barrier

55 618.000 618.200 LHS 0.200 P&F Metal Beam Crash Barrier

56 617.845 617.913 LHS 0.068 P&F Metal Beam Crash Barrier

57 617.800 617.828 RHS 0.028 P&F Metal Beam Crash Barrier

58 617.924 618.078 RHS 0.154 P&F Metal Beam Crash Barrier

59 616.600 616.650 RHS 0.050 P&F Metal Beam Crash Barrier

60 615.600 615.800 RHS 0.200 P&F Metal Beam Crash Barrier

61 615.250 615.350 LHS 0.100 P&F Metal Beam Crash Barrier

62 615.358 615.700 LHS 0.342 P&F Metal Beam Crash Barrier

63 615.180 615.230 RHS 0.050 P&F Metal Beam Crash Barrier

64 614.450 614.500 RHS 0.050 P&F Metal Beam Crash Barrier

65 613.980 614.450 LHS 0.470 P&F Metal Beam Crash Barrier

66 613.600 613.796 LHS 0.196 P&F Metal Beam Crash Barrier

67 613.600 613.700 RHS 0.100 P&F Metal Beam Crash Barrier

68 612.500 612.700 LHS 0.200 P&F Metal Beam Crash Barrier

69 611.200 611.350 RHS 0.150 P&F Metal Beam Crash Barrier

70 611.180 611.300 LHS 0.120 P&F Metal Beam Crash Barrier

71 610.000 610.100 LHS 0.100 P&F Metal Beam Crash Barrier

72 607.400 607.500 LHS 0.100 P&F Metal Beam Crash Barrier

73 607.200 607.300 RHS 0.100 P&F Metal Beam Crash Barrier

74 607.200 607.300 LHS 0.100 P&F Metal Beam Crash Barrier

75 667.600 667.800 LHS 0.200 P&F Metal Beam Crash Barrier

76 665.300 665.516 RHS 0.216 P&F Metal Beam Crash Barrier

77 665.523 665.600 RHS 0.077 P&F Metal Beam Crash Barrier

78 665.300 665.516 LHS 0.216 P&F Metal Beam Crash Barrier

79 665.523 665.600 LHS 0.077 P&F Metal Beam Crash Barrier

80 655.350 655.514 RHS 0.164 P&F Metal Beam Crash Barrier

81 640.150 640.250 RHS 0.100 P&F Metal Beam Crash Barrier

82 638.500 638.900 Median 0.400 P&F Metal Beam Crash Barrier

83 635.572 635.600 LHS 0.028 P&F Metal Beam Crash Barrier

84 635.500 635.560 LHS 0.060 P&F Metal Beam Crash Barrier

85 632.700 632.948 Median 0.248 P&F Metal Beam Crash Barrier

86 632.700 632.900 LHS 0.200 P&F Metal Beam Crash Barrier

87 632.100 632.200 LHS 0.100 P&F Metal Beam Crash Barrier

88 631.500 631.716 Median 0.216 P&F Metal Beam Crash Barrier

89 626.900 627.100 Median 0.200 P&F Metal Beam Crash Barrier

90 623.200 623.348 Median 0.148 P&F Metal Beam Crash Barrier

91 622.400 622.500 Median 0.100 P&F Metal Beam Crash Barrier

92 619.790 620.298 Median 0.508 P&F Metal Beam Crash Barrier

93 619.500 619.700 Median 0.200 P&F Metal Beam Crash Barrier

94 616.200 616.700 Median 0.500 P&F Metal Beam Crash Barrier

95 615.800 616.000 Median 0.200 P&F Metal Beam Crash Barrier

96 613.950 614.350 Median 0.400 P&F Metal Beam Crash Barrier

97 604.924 605.016 RHS 0.092 P&F Metal Beam Crash Barrier

98 604.768 604.904 RHS 0.136 P&F Metal Beam Crash Barrier

99 604.560 604.756 RHS 0.196 P&F Metal Beam Crash Barrier

100 604.500 604.600 Median 0.100 P&F Metal Beam Crash Barrier

101 604.100 604.208 Median 0.108 P&F Metal Beam Crash Barrier

102 604.000 604.208 RHS 0.208 P&F Metal Beam Crash Barrier

103 669.080 669.600 Median 0.520 P&F Metal Beam Crash Barrier

104 668.550 669.080 Median 0.530 P&F Metal Beam Crash Barrier

105 668.040 668.200 Median 0.160 P&F Metal Beam Crash Barrier

106 667.600 668.040 Median 0.440 P&F Metal Beam Crash Barrier

107 666.800 667.050 Median 0.250 P&F Metal Beam Crash Barrier

108 665.300 665.600 Median 0.300 P&F Metal Beam Crash Barrier

109 664.250 664.600 Median 0.350 P&F Metal Beam Crash Barrier

110 660.200 660.500 Median 0.300 P&F Metal Beam Crash Barrier

111 659.600 659.750 Median 0.150 P&F Metal Beam Crash Barrier

112 658.800 659.100 LHS-SR 0.300 P&F Metal Beam Crash Barrier

113 649.100 649.300 Median 0.200 P&F Metal Beam Crash Barrier

114 647.850 648.000 Median 0.150 P&F Metal Beam Crash Barrier

115 647.600 647.750 Median 0.150 P&F Metal Beam Crash Barrier

116 621.600 621.700 LHS 0.100 P&F Metal Beam Crash Barrier

117 621.600 621.700 RHS 0.100 P&F Metal Beam Crash Barrier

118 612.950 613.050 Median 0.100 P&F Metal Beam Crash Barrier

119 612.700 612.850 Median 0.150 P&F Metal Beam Crash Barrier

120 609.600 610.100 Median 0.500 P&F Metal Beam Crash Barrier

121 608.980 609.400 Median 0.420 P&F Metal Beam Crash Barrier

122 608.440 608.980 Median 0.540 P&F Metal Beam Crash Barrier

123 608.000 608.440 Median 0.440 P&F Metal Beam Crash Barrier

124 601.650 601.798 Median 0.148 P&F Metal Beam Crash Barrier

125 601.798 602.298 Median 0.500 P&F Metal Beam Crash Barrier

126 602.450 602.650 LHS 0.200 P&F Metal Beam Crash Barrier

127 602.850 602.880 RHS 0.030 P&F Metal Beam Crash Barrier

128 602.909 602.929 RHS 0.020 P&F Metal Beam Crash Barrier

129 602.936 602.966 RHS 0.030 P&F Metal Beam Crash Barrier

130 603.950 604.000 RHS 0.050 P&F Metal Beam Crash Barrier

131 604.208 604.500 Median 0.292 P&F Metal Beam Crash Barrier

132 604.550 604.560 RHS 0.010 P&F Metal Beam Crash Barrier

133 604.600 604.800 Median 0.200 P&F Metal Beam Crash Barrier

134 604.756 604.768 RHS 0.012 P&F Metal Beam Crash Barrier

135 605.016 605.100 RHS 0.084 P&F Metal Beam Crash Barrier

136 605.500 606.250 Median 0.750 P&F Metal Beam Crash Barrier

137 605.500 605.650 RHS 0.150 P&F Metal Beam Crash Barrier

138 605.506 605.550 Median 0.044 P&F Metal Beam Crash Barrier

139 606.800 607.000 Median 0.200 P&F Metal Beam Crash Barrier

140 606.800 606.850 RHS 0.050 P&F Metal Beam Crash Barrier

141 607.650 607.750 BHS 0.200 P&F Metal Beam Crash Barrier

142 607.750 607.774 Median 0.024 P&F Metal Beam Crash Barrier

143 607.750 607.882 Median 0.132 P&F Metal Beam Crash Barrier

144 613.050 613.150 Median 0.100 P&F Metal Beam Crash Barrier

145 614.200 614.400 Median 0.200 P&F Metal Beam Crash Barrier

146 619.700 619.790 Median 0.090 P&F Metal Beam Crash Barrier

147 623.348 623.350 Median 0.002 P&F Metal Beam Crash Barrier

148 631.716 631.750 Median 0.034 P&F Metal Beam Crash Barrier

149 632.700 632.800 RHS 0.100 P&F Metal Beam Crash Barrier

150 632.948 633.000 Median 0.052 P&F Metal Beam Crash Barrier

151 635.560 635.572 LHS-SR 0.012 P&F Metal Beam Crash Barrier

152 639.210 639.220 RHS 0.010 P&F Metal Beam Crash Barrier

153 646.400 646.450 RHS 0.050 P&F Metal Beam Crash Barrier

154 655.350 655.414 LHS 0.064 P&F Metal Beam Crash Barrier

155 655.424 655.470 LHS 0.046 P&F Metal Beam Crash Barrier

156 655.514 655.550 RHS 0.036 P&F Metal Beam Crash Barrier

157 661.200 661.264 LHS 0.064 P&F Metal Beam Crash Barrier

158 664.270 664.520 LHS 0.250 P&F Metal Beam Crash Barrier

159 664.550 664.650 Median 0.100 P&F Metal Beam Crash Barrier

160 664.900 665.050 RHS 0.150 P&F Metal Beam Crash Barrier

161 666.400 666.650 RHS 0.250 P&F Metal Beam Crash Barrier

162 668.200 668.350 Median 0.150 P&F Metal Beam Crash Barrier

163 669.002 669.080 LHS 0.078 P&F Metal Beam Crash Barrier

164 670.250 670.400 LHS 0.150 P&F Metal Beam Crash Barrier

165 670.552 670.600 RHS 0.048 P&F Metal Beam Crash Barrier

166 670.560 670.600 LHS 0.040 P&F Metal Beam Crash Barrier

167 672.000 672.200 Median 0.200 P&F Metal Beam Crash Barrier

168 676.750 677.000 LHS Median 0.250 P&F Metal Beam Crash Barrier

169 676.800 676.900 RHS Median 0.100 P&F Metal Beam Crash Barrier

170 621.630 621.700 LHS -0.070 P&F Metal Beam Crash Barrier

171 605.506 605.550 Median -0.044 P&F Metal Beam Crash Barrier

172 607.750 607.774 Median -0.024 P&F Metal Beam Crash Barrier

173 614.200 614.350 Median -0.150 P&F Metal Beam Crash Barrier

174 664.550 664.600 Median -0.050 P&F Metal Beam Crash Barrier

Total scope 32.66

Work done at Site 29.43

Sr. No. Chainage Length Location Side Remarks

Sr. No. Chainage Location Side NOS Remarks

6 617.000 Median 1

15 631.200 Median 1

17 635.100 Median 1

24 638.100 Median 1

27 640.580 Median BHS 2

28 641.250 Median BHS 2

29 643.100 Median BHS 2

31 647.100 Median 2

37 650.950 Median BHS 2

41 652.800 Median 1

42 655.350 Median 1

43 656.700 S/R LHS 1 Truck lay bay

44 657.000 S/R RHS 1 Truck lay bay

45 657.300 Median 1

51 660.700 Median 1

54 662.800 Median 2

55 664.700 Median 2

56 666.300 Median 1

58 668.400 Median 1

59 670.050 Median 1

60 670.600 Median 1

61 670.900 Median 1

64 671.600 Median 5

65 672.800 Median 2

66 675.550 Median 4

Current Status of Initial Improvement works as per Schedule B (As on 08.11.2025) Rain Water harvesting

Rain water Harvesting Layer Unit Nos Width Length Thick Quantity Rate Amount (in Rs.)

Sr.no. Description Km. Side Quantity in (Nos) Remarks/Observation RCC Long Wall (M25) Cum 2.00 2.00 2.50 0.10 6,148.53 0.00

Sch-B Maintenance Slab Cum 1.00 2.20 2.50 0.10 0.55 77,549.73 42,652.35

1 Rain water Harvesting 671+100 RHS 1 IE/Balance work as per site condition RCC Short Wall (M25) Cum 2.00 1.70 2.50 0.10 6,148.53 0.00

Balance=>> 1 0 PCC Long Wall Cum 2.00 2.00 0.10 0.10 4,620.81 0.00

HYSD MT 0.01 77,549.73 426.52 Tentative

Boring for pipe Rmt 17.80 500.00 0.00

Solid PVC pipe (200 mm dia) Rmt 1.00 17.80 840.00 0.00

Bore portion (500 mm dia) Rmt 1.00 17.80 2,100.00 0.00

Bore portion filled with gravel Cum 1.00 1.57 16.00 0.30 944.16 0.00 Tentative

End plug Nos 1.00 1,000.00 0.00