5. Provide details of lane marking for transition section. 6. Provide separate drawing for transition details at and end of flyover. Bhagwanpur Chowk Flyover (Km 521+190 to 522+090) E Transition Section at Existing Narrow Bridge. 19967/MUZ-BAR/NH-28/HW/SD/TSL/16 1. Transition of paved shoulder (1.5 m) should be in the range of 1 in 15 to 1 in 20. Thus length of transition should be between 25 to 30 m. Design Element – Major Junctions, Truck Lay Bye, Bays & Transition Drawings. 2. Proposed Granular shoulder should be continued up to the of bridge. 19967/MUZ-BAR/NH-28/HW/SD/TSL/17 3. Show the distance of the Narrow Bridge Sign (CS-29) from the end bridge. 4. Show hazard marker sign at bridge location. 19967/MUZ-BAR/NH-28/HW/SD/TSL/17 “Annexure-III” CORRESPONDENCE Sl. No. SUBJECT DATE LETTER No. 1 IPC 29 for the Month of July 2014 for Independent Engineer 01-08-14 IE-MB28/NHAI/2014/225 2 June 14 for Independent Engineer Services (Service Tax deposit details) 06-08-14 IE-MB28/NHAI/2014/226 3 Approval of revised plans profile from km. 527to 627 07-08-14 IE-MB28/KNR/2014/229 4 Design Mix of filter media & back filling material 08-08-14 IE-MB28/KNR/2014/230 5 Periodic site visit on dated 19th August 2014 at 11:00 Am. 08-08-14 IE-MB28/KNR/2014/231
to be placed firmly into clean area and cured. (c) Reconstruction of existing Bridges Nil (a) New Construction of Minor Bridges Nil (b) Repair and Strengthening of existing Minor Bridges The repair and rehabilitation works for the existing major bridges are detailed below: Sl Existing Design Bridge Class Existing Bridge Type Existing Span Failures Rehabilitation Measures 1 529+630 529+615 Minor Brick + RCC 3 x 7.5 Abutment cap and pier cap deteriorating. Abutment cap and pier cap to be repaired. High vegetation growth on abutment cap and pier cap. Vegetation has to be cleaned. Cracks on abutment surface. Guniting has to be done. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. Spalling of concrete at bottom of deck slab. The surface has to be cleaned. In case the reinforcement bar diameter has reduced to half the original diameter, a new bar up to the anchorage lengths on both ends has to be attached and then has to be grouted with concrete. Deck slab reinforcement exposed and heavily rusted. 2 530+745 530+715 Minor Brick + RCC 2 x 6.4 Abutment cap and pier cap deteriorating. Abutment cap and pier cap to be repaired. High vegetation growth on abutment cap, pier cap and with Vegetation has to be cleaned.
Cracks on abutment surface. Guniting has to be done. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion Shear cracks on deck slab. Guniting has to be done. 3 546+640 546+740 Minor Brick + RCC 3 x 3.8 Vegetation growth on abutment wall, abutment cap and wing wall. Vegetation has to be cleaned. Cracks on abutment surface. Guniting has to be done. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. Spalling of concrete at bottom of deck slab. To be sealed with concrete curing membrane. Deck slab reinforcement exposed and heavily rusted. Reinforcement has to be cleaned and the area to be coated with bonding grout and new concrete to be placed firmly into clean area and cured. 4 553+745 553+850 Minor Brick + RCC 2 x 3.7 Abutment cap and pier cap deteriorating. Abutment cap and pier cap to be repaired. High vegetation growth on abutment cap and pier cap. Vegetation has to be cleaned. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. 5 566+230 566+475 RCC 2 x 15 Cantilever return wall failed. Reconstruction of return wall. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. Shear cracks on “I” girders. Replacement of the “I” girder. 6 574+670 574+840 Brick + RCC 2 x 3.5 Abutment cap and pier cap deteriorating. Abutment cap and pier cap to be repaired.
Heavy dumping of debris in the vent way. The vent way to be cleared. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. Spalling if concrete fro at of deck slab. The concrete should be painted with water proofing paint. Deck slab reinforcement exposed and heavily rusted. Reinforcement to be cleaned and area to be coated with bonding grout and new concrete to be placed firmly into clean area and cured. 7 581+410 581+600 Brick + RCC 2 x 7 Abutment cap and pier cap deteriorating. Abutment cap and pier cap to be repaired. High vegetation growth on wing wall. Vegetation has to be cleaned. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. Cracks present beneath the deck slab. Guniting has to be done. 8 597+960 598+125 Minor RCC 2 x 9.5 High vegetation growth on wing wall. Vegetation has to be cleaned. Wearing coat and expansion joint damaged at approach. Replacement of wearing coat and expansion joint. 9 615+110 615+288 Minor + RCC 2 x 3.5 Abutment cap and pier cap deteriorating. Abutment cap and pier cap to be repaired. vegetation growth on abutment cap and pier cap Vegetation has to be cleaned.
Status of R.O.W. Status of Tree Cutting:- Status of Utilities Sifting:- Annexure-VII Agencies involved in the Project CLIENT National Highway Authority of India, New Delhi Authorized Representative: Mr. A Shrivastava General Manager Address: Head Office G-5 & 6, Sector-10, Dwarka, New Delhi-110075 Tel: 011-25074100/4200, Ext: 1111 Fax: 011-25074100, Ext: 2612 Regional Office: Mr. B. K. Sinha Regional Officer D-63, Rajesh Kumar Path S. K. Puri, Project Implementation Unit Mr. Shamim Ahmad Project Director National Highway Authority of India Project Implementation Unit – Pawapuri, NH-28, Bhagwanpur, Muzaffarpur Tel/Fax: 0621 – 2251934 INDEPENDENT ENGINEER Frischmann Prabhu (India) Pvt. Ltd. Head Office Authorized Representative: Mr. Ajit Director Frischmann Prabhu (India) Pvt. Ltd 315, Balgovind Wadi New Prabhadevi Road, Prabhadevi, Mumbai – 400025, Tel: +91 022 66603901/2 Regional Office Mr. Nitai Chaudhary General Manager Frischmann Prabhu (I) Pvt. Ltd. 113, First Floor, Sector-44 Gurgaon – 122002 (Haryana) Ph. no. 0124 – 4272191 Project Office Mr. Sanjay Kumar Team Leader At- Bhikhanpura (Chakahmad) P.S- Sadar Thana, Ramdayalu Nagar,Dist Muzaffarpur Pin – 842001 Phone: 0621 – 2272060 E-mail: CONCESSIONAIRE M/s KNR Muzaffarpur-Barauni Tollway Pvt. Ltd. Head Office, Authorized Representative: Mr. R. C. Rustagi 3rd & 4th Plot no. 114, Phase-1, Kavuri Hills. Hyderabad-500033, Tel: 040-40268761 / 62 Fax: 040 – 40268760 Project Office
QUALITY CONTROL TEST STATEMENT Month August -2014 Tested By: IE S. No. TEST IS Designation or Project Specification Clause Frequency of Test Total Tests up to previous month conducted during current month Total tests up to this month Tested Passed Failed Retested (Passed) Tested Passed Failed Retested (Passed) Tested Passed Failed Retested (Passed) 1.0 Borrow area for Emb. / Sub. : MORTH 305 2.01 Moisture Contant IS:2720 (Part2) 1 test /250 m3 64 64 - - - - 64 64 - - 2.02 Free Swell index IS:2720 (Part 40) As required 64 64 - - - - 64 64 - - 2.03 Grainsize Analysis IS:2720 (Part4) 1 test /1500 m3 64 64 - - - - 64 64 - - 2.04 LL / PL / PI IS:2720 (Part5) 1 test /1500 m3 64 64 - - - - 64 64 - - 2.05 MDD / OMC IS:2720 (Part8) 1 test /1500 m3 64 64 - - - - 64 64 - - 2.06 CBR Test IS:2720 (Part16) As required 42 42 - - - - 42 42 - - 2.0 Embankment : MORTH 305 3.01 Free Swell index IS:2720 (Part 40) As required 59 59 - - - - 59 59 - - 3.02 Moisture Contant IS:2720 (Part2) As required 59 59 - - - - 59 59 - - 3.03 Grainsize Analysis IS:2720 (Part4) As required 59 59 - - - - 59 59 - - 3.04 LL / PL / PI IS:2720 As required 59 59 - - - - 59 59 - - 3.05 MDD / OMC IS:2720 (Part8) As required 59 59 - - - - 59 59 - -
6.03 Water absorbtion IS:2386 (Part3) As required 150 150 - - - - - 150 150 - - 6.04 MDD / OMC IS:2720 (Part8) As required 2 2 - - - - 2 2 - - 6.06 Impact value IS:2386 1 test /200 m3 2 2 - - - - 2 2 - - 6.07 Flakiness& Elongation Ind. IS:2386 1 test /200 m3 90 90 - - - - - 90 90 - - 6.0 Cement Test : MORTH 1006 10.01 Fineness IS:4031 (Part1) Every batch 11 11 - - - - - - 11 11 - - 10.02 IS:4031 (Part4) Every batch 11 11 - - - - - - 11 11 - - 10.03 I S T & F S T IS:4031 (Part5) Every batch 11 11 - - - - - - 11 11 - - 10.04 Sound ness IS:4031 (Part3) Every batch 11 11 - - - - - - 11 11 - - 10.05 Specific gravity Cement IS:4031 (Part2) As required 11 11 - - - - - - 11 11 - - 10.06 Strength with Set IS:4031 IS: 516 (1959) Every batch 11 11 - - - - - - 11 11 - - 7.0 Concrete Mix Design : MORTH 1700 11.01 Mix design Cubes IS:10262 1700 135 135 - - - - - - 135 135 - - 11.02 Slump test all above items MORTH -1704 MORTH 1700 76 76 - - - - - 76 76 - - 8.0 Bituminous : 500 19.01 Penetration Test IS:1203, 1978 1 sample/ Tanker 53 53 - - - - 53 53 - -