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Company Profile

PCI is a leading consultancy firm providing state-of-the-art engineering and planning services in bridges, highways, transportation, water resources, and buildings. ISO 9001:2008 certified.

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Company Profile

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  1. Company Profile 6110/2, Sector D-6, VasantKunj, New Delhi - 110070, India Ph : +91 11 2612 4466 Fax : +91 11 2612 4477 Web : www.pcindia.co Email : info@pcindia.co PROJECTS CONSULTING INDIA (P) LTD Engineers and Planners (Formerly: DISTINCT PLANNING AND DESIGN CONSULT (P) LTD) ISO 9001:2008 An ISO 9001-2008 Certified Organization PCI

  2. Projects Consulting India (P) Ltd. (Formerly: Distinct Planning and Design Consult (P) Ltd.) Engineers & Planners PCI PCI is in pursuit of Quality and endeavoring to be Client’s preferred Consultancy firm for state-of-art services in: 6110/2, Sector D-6, Vasant Kunj New Delhi - 110070, IndiaPh: +91 11 2612 4466 Fax: +91 11 2612 4477 Mobile: 98106 35004 Email: info@pcindia.co www.pcindia.co Sectors: Bridges and Flyovers Highways Project Management Transportation Water Resources Buildings Services: • Survey and Investigation • Planning and Feasibility Studies • Traffic and Transportation Studies • Detailed Design, Project preparation and Cost Estimate • Proof Consultancy • Repair and Rehabilitation • Construction Supervision and Quality Control • Preparation of Bid Documents and Bid Evaluation Kalipai Bridge, Meghalaya ROB at Mohindergarh, Haryana Chenab Bridge at Akhnoor, J&K An ISO 9001-2008 Certified Organization Awards: • National Design Award in Prestressed Concrete to • RBS by Institution of Engineers (India) • Outstanding Concrete Structure Award to Chenab • Bridge by ICI Wahjapuh Bridge, Meghalaya 3D Model ISO 9001:2008 Dawki Bridge, Meghalaya Wahrew Bridge at Tharia, Meghalaya

  3. Selected Projects

  4. Chenab Bridge at Akhnoor, J&K Largest cantilever span in India Award: ‘Outstanding Concrete Structure for 2008’ by Indian Concrete Institute. • Largest cantilever spans in India. • Fastest construction cycle of 6 days for cast-in-situ segments. • PSC box depth: 9.75m at the pier; 3.4m at the centre. Span depth ratio for mid span– 16.4 at root • and 47 at mid span. • Footpath: 1.5m on either side. • Concrete: M-50 • HYSD bars: Fe 500. • Prestressing Cables: 62 Nos; each 19 Strands, 15.2mm dia. • Straight Tendon Configuration: Simplicity in design and construction; ~10% saving of weight of prestressing cables. • Stability Cables to prevent uplift at abutment.: 4 Nos., 19 T 15 Bridge over river Chenab at Akhnoor in J&K has been necessitated as existing facility is single lane and the bridge is in distress condition. A scheme of 60m+160m+60m was adopted consisting of non prismatic continuous prestressed concrete box girder erected by free cantilevering on hollow piers and abutments. The superstructure is constructed progressively from piers. The PSC box depth varies from 9.75m at root to 3.4m at the centre of span 2. The weight of each segment has been restricted to 135 T. A construction cycle of 10days was followed initially but it has been reduced to 6 days. Straight tendon configuration was adopted and cables were anchored at junction of web and deck/ soffit slab. Stability Cables have been used to anchor the superstructure to abutment during construction. 4 Nos. STU’s have been used for sharing the seismic forces among piers. Aesthetics: Bridge design criteria that preserves the existing landscapes and complement, and even enhances the settings has been given due weightage. Various components of the bridge are designed to work together and complement each other visually. It is a properly proportioned bridge with aesthetics intrinsic in it and aesthetics has been integral to the design. Consumption of materials has been minimized and it adds to slenderness of the structure as a medium of artistic expression. The simplicity in form, Salient Features: slenderness of the deck (span depth ratio for the mid span) and continuity of the lines makes the structure aesthetically pleasing. • Non prismatic continuous prestressed concrete box girder erected by free cantilevering on hollow piers and abutments. The problems faced in the previous attempts were adopted by this design.

  5. Kalipai Bridge, Meghalayai ROB at Mohindergarh, Haryana

  6. Chikni Bridge, Solan, Himachal Pradesh

  7. 4-Lane Bridge at Ansari Nagar/AIIMS, New Delhi (1220m Length) Length: 1220m Client: CPWD, New Delhi Project Cost: 42 crores Structure Type: Integral deck Superstructure: Integral deck comprising of Precast Beams with precast plank shuttering with cast in situ deck slab Substructure: Circular Pier (5m) Foundation: Pile foundation Services Provided: Feasibility studies, Detailed Project Report (DPR), Topographical Survey, Geotechnical Investigation, Detailed Design, Drawings, Cost Estimate & Tender Document Preparation

  8. Dawki Bridge, Meghalaya Permanent bridge over river Umngot at km 161 of NH-40 in Meghalaya Length : 165m Span Arrangement : 20+125+20 m Client : MoSRT&H Project Cost : 16.50 crores Superstructure : Steel Arch Composite Deck proposed by segmental method of Construction Substructure & foundation : Raft Foundation Services Provided : DPR to include Detailed Design & Drawings & Cost Estimate Project Status : DPR submitted to MoSRT&H 3D Model The bridge at Dawki which is last in Indian settlement crossing over to Bangladesh on way to Sylhet. The Umngot river is contained in gorge section almost 30 m deep and it abruptly fans out on plains of Bangladesh just D/S of the site. The existing Dawki bridge across river Umnghot (Bridge No. 51/3) on NH 40 in km 161 is a single lane suspension bridge with RCC deck slab. The repair and rehabilitation of the existing bridge is completed recently and now traffic is plying in a restricted manner up a load capacity of 12 R. It is proposed now to construct a bridge over the river of Umnghot just near to Indo -Bangladesh international border. Keeping the above in view it is contemplated to go for an innovative type of bridge consisting of steel arch with Steel Concrete Composite type deck of single span of 125 m and curved approaches of RCC voided slab. The arch is proposed to be erected by cable wires used as front & back stays. The proposal consists of a semi through arch bridge. The arch consists of I-Section with Aluminium Composite Panel / annodisedAluminiumfacia. The deck consists of steel – concrete composite. The deck is connected to the arch by replaceable hangers of high strength stainless steel bars. The approach span is 2@20m continuous curved structure.

  9. Major Bridge at Tharia over River Wahrew under NLCPR, East Khasi Hills District, Meghalaya Length : 169.350m Span Arrangement : 1@150m (Arch) Client : PWD Meghalaya Services Provided : DPR to include Detailed Design & Drawings & Cost Estimate Superstructure : Steel Girder, Concrete Deck Foundation : Open Foundation Project Status : DPR submitted to the client 3D Model The bridge is located over river Wahrew at Tharia on Bholaganj – Nongjri road in sate of Meghalaya. The site required a state-or-the-art bridge for connecting two hill faces for a scenic location. The site is in remote area where working season is also limited to five-six months in a year. The detailed project report has been framed for a Trussed Arch Bridge of 150 m span. The depth varies from 4 m at the center to 6 m at springing location. The deck is designed as suspended from the arch by means of High Tensile Steel Hanger (E350) connected to a grid of longitudinal and cross beams. The structure is proposed to be erected by segmental method, wherein different parts are fabricated in the workshop and erected at site by means of a washing line and erecting temporary platform. The structure is chosen such that it complements the existing landscape. Aesthetics has been intrinsic in the design in which simple form & slander structure has been adopted to provide aesthetically pleasing design.

  10. ROBs in Haryana • ROB at Rohtak Level Crossing No. A-3 • in km. 2/13-14 on RohtakGohana Railway Line Crossing Old Delhi Road in Rohtak District, Haryana • ROB at Rohtak Level Crossing No. 4-B • in km 3/5-6 on RohtakGohana Railway Line crossing RohtakSonipat Road in Rohtak Distt., Haryana • ROB at Bahadurgarh at Level crossing No. 23-C • in Km. 29/2-3 on Delhi Bhatinda Railway Line crossing Bahadurgarh-Nahra Road in Jhajjar District. • ROB at Rohtak at level crossing no. 60 • in Km. 70/11-12 on Delhi - Bhatinda Railway Line crossing at Rohtak - KachaBeri Road in Rohtak District • ROB at Dadri in lieu of level crossing no. 33 • in km 54/13-14 on Hissar-Rewari Railway line X-ingJhajjar-Dadri Road at RD 114.75 in Bhiwani Distt. • ROB at Bhiwani in lieu of level crossing no. 53-B • in km 46/5-6 T.P on Bhiwani- Rohtak Railway line X-ingBhiwani-Hansi Road (SH-16) at RD 106-107 in Bhiwani Distt. • ROB at Bhiwani in lieu of level crossing no. 53-C • in km 82/13-14 T.P on Delhi- Rewari-Bhatinda Railway line X-ingBhiwani-Tosham Road (MDR-108) at RD 85.04 in Bhiwani Distt. • ROB at Mohindergarh in lieu of level crossing No. C-100 • in km 133/11-12 on Rewari-MohindergarhLoharu Railway line X-ingNarnaul-Dadri Road at RD 40.48 in Mohindergarh Distt.

  11. 1. Wire Rope Suspension Foot Bridge over Kynshi River Meghalaya (200m Span) Kynshi Bridge is a wire rope suspension bridge with Span of 200m over Kynshi River at Meghalaya. The bridge is connects Nongjiri & Nongmalang. The geometrical characteristics of this bridge are as under Span of bridge : 200 m Main anchor location : 56.9 m from pylon Height of tower : 23 m Dip : 19.87 m Type of Deck : Steel Plate Tower : 2x ISMB 500 Main Cable Dia : 3 x 60 mm wire rope/side Wind Tie Dia : 50 mm wire rope Suspender Dia : 24 mm wire rope/MS. Suspender Spacing : 3 m centers Stiffening Truss : 1.625 m on each side RCC box with protection arrangementfor wire ropes Foundation strata : Rocky

  12. Bridges 2. Suspension Foot Bridge over river Umtru at Byrnihat, Meghalaya (100m Span) Span Arrangement : 1 @ 100 m Superstructure : Suspension Bridge Services Provided : Detailed Design, Working Drawings, Cost Estimate and Tender BOQ The project consists of 1 span @100m (between tower centres). The project has the following salient features: Main suspender cable (UTS 1770 MPa) 2X36  Steel Wire Rope (Preformed & Prestretched) (each side) Deck Tie 26  Suspender 16  MS Rod Cross girder/Suspender Spacing 2m Distance of Main Anchor Block from Tower 18.84/33.25m Deck width 1.8m Deck level to Bed level difference 10 m Tower 4 angles 130x130x10

  13. Bridge at Wahjapuh on Ichamati-Bholaganj Road, Meghalaya Length: 62m Client: PWD Meghalaya Superstructure: RCC Arch with Integral Deck Services Provided: Detailed Design, Drawings and Cost Estimate Artist’s Impression Bridge over River Grangchi on NH-62, Meghalaya Length: 38.18m Client: PWD Meghalaya Superstructure: Bowstring girder on wall type abutments Foundation: Well Foundation Services Provided: Detailed Design, Drawings and BOQ Artist’s Impression ROBs at ch. 0.290 (550m) and 1.850 (540m) of Karimganj Bypass, NH-44, Assam length: 55m/47m Client: BRO Superstructure: Steel Girder Foundation: Pile Foundation Services Provided: Detailed Design, Drawings & Cost Estimate

  14. Foot Bridge connecting Secretariat and Additional Secretariat Building at Shillong, Meghalaya Total Length: 58m Client: PWD Meghalaya Superstructure: Continuous RCC Pi Beam Services Provided: Detailed structural design, Drawings and BOQ Bridge over River Kalipai on RIS Road, Meghalaya Length: 79m Client: PWD Meghalaya Project Cost: 5 crores Superstructure: Arch with columns integral with deck superstructure Services Provided: DPR to include Detailed Design & Drawings & Cost Estimate 3D View of the Bridge Scheme 4-lane carriageway by covering Nallah flowing through Ansari Nagar Campus of AIIMS, New Delhi Length: 1220m Client: CPWD, New Delhi Project Cost: 30 crores Structure: Integral deck consisting of precast beams made Integral with Pile Foundation Services Provided: Detailed Design, Drawings, Cost Estimate & Tender Document Preparation

  15. Reconstruction of Bridge No. 2/4, ShillongTamabil Road, NH-40, Meghalaya Length: 50m Client: PWD Meghalaya Superstructure: RCC Curved Box Girder Services Provided: Feasibility Studies, Deatiled Engineering to include Design, Drawings and Cost Estimate High level Bridges across River Tlawng at km 5.22 (65m), River Tut at km 51 (116m) on NH-44A and over River Tuirini at km 25 (75m) on NH-150 in Mizoram Client: PWD Mizoram Project Cost: 23.4 crores Superstructure: Tlawng Bridge – RCC Arch 1 @ 65m Tuirini Bridge – RCC Arch 1@75m Tut Bridge – Steel Composite structure 116.30m length Services Provided: Proof Checking / Design Review Standardization of Single RCC Bridge Superstructures in Meghalaya Spans: 25, 21, 18, 15, 12m Client: PWD Meghalaya Services Provided: Detailed Structural Design and BOQ

  16. Gaglachera Bridge over River Katakhal (length 182.6m Assam) Length: 182.6m Span Arrangement: 456+90+45m Client: PWD Assam Project Cost: 11 crores Superstructure: Triangulated steel Lattice girder Foundation: Pile Foundation Services Provided: Detailed Design and Working Drawings, BOQ and Cost Estimate Bridge over River Myntdu, Dawki-Muktapur-Borghat road, Meghalaya Length: 182.44m Span Arrangement: 3@60m Client: PWD Meghalaya Superstructure: Triangulated Steel Lattice girder Foundation: Raft Foundation Services Provided: Feasibility Studies, Detailed Engineering to include Design, Drawings and Cost Estimate Rehabilitation of Bridge over river Chenab at Akhnoor, J&K Length: 171.3m Client: BRO Superstructure: Two Tier Steel Truss Bridge Rehabilitation Scheme: Prestressing of Bottom chord of the truss Services Provided: Condition Survey of the Bridge, Analysis of Structure, Preparation of Rehabilitation Plan

  17. Rehabilitation of Lilong Bridge at 330.18 km on NH-39, Imphal-Moreah Section length 97.60m) Length: 97.60m (2@48m) Client: PWD Manipur Superstructure: PSC Box Girder Services Provided: Condition Survey of the Bridge, Analysis of Structure, Preparation of Rehabilitation Plan, Tender Document and preparation of Maintenance Manual Gurudwara Building on Nelson Mandela Road at VasantKunj,New Delhi. Approximate Project Cost: Rs.5.0 Cr. Features: • Main roof (about 350 sqm) resting on 12 branches stemming out of each of the 4 main columns each 80cm dia. This gives the appearance of a hanging roof. • The main roof arrangement is a unique design to give an enhanced aesthetic appearance. • The basement 525 sqm to serve as a community hall has ceiling with special design of coffers to give an eye-catching view of the state of art structure. • A library room approximately 30 sqm on the top has a special circular roof (approx. 8m dia) elevated from the walls and aesthetic design as shown in the photograph.

  18. Two laningof Damoh-Batiyagarh-Baxwaha-Hirapur Road, Madhya Pradesh (BOT Project) Two / Four laning of Damoh-Batiyagarh-Baxwaha-Hirapur Road, Madhya Pradesh (BOT Project) including 1 Major and 16 Minor Bridges with the following details: Road Length : 70 km Type of stretch : Plain/Rolling/Hilly Bridges on the Stretch : One major bridge (length 120m) and Sixteen minor bridges Estimated cost of the project : 120 Crores Start date of services : June 2011 Submittal of DPR : Nov. 2012 Client : M/s ARSS Infrastructure Projects Ltd. Services Provided for the Project: Detailed Project Report including Survey, Investigation, Detailed Design, Drawings, Cost Estimate, Geotechnical Investigation, Pavement & Material Investigation, Traffic Survey & Pavement Design, for the Roads & Bridge & CD works

  19. 4 laning of NH-44 from Jowai to Meghalaya Assam border (Length 104 km) under NHDP-III 4 laning of NH-44 from Jowai to Meghalaya Assam border (Length 104 km) under NHDP-III (Client: NHAI) in association with ICTwith the following details: Road Length : 104 km Type of stretch : Plain/Rolling/Hilly Bridges on the Stretch : Estimated cost of the project : Start date of services : Submittal of DPR : Client : NHAI Services Provided for the Project: Detailed Project Report including Survey, Investigation, Detailed Design, Drawings, Cost Estimate, Geotechnical Investigation, Pavement & Material Investigation, Traffic Survey & Pavement Design, for the Roads & Bridge & CD works

  20. Upgradation and Improvement of Roads (length 312 km) Upgradation and Improvement of Roads (length 312 km) and Bridges (51 nos.) in Jorhat Circle under 10th Plan of NEC, Assam. Total Road length also include 100 km State Highway - Dhodar Ali Road (km 28-32, km 77-121, km 155-212) with the following details: Road Length : 312 km Type of stretch : Plain/Rolling/Hilly Bridges on the Stretch : 51 nos. Estimated cost of the project : 282.18 Cr. Start date of services : November, 2002 Submittal of DPR : September, 2003 Client : NHAI Services Provided for the Project: Detailed Project Report including Survey, Investigation, Detailed Design, Drawings, Cost Estimate, Geotechnical Investigation, Pavement & Material Investigation, Traffic Survey & Pavement Design, for the Roads & Bridge & CD works

  21. Detailed Project Report (DPR) including Survey, Investigation for Construction, Upgradation& Improvement of Tawaghat – Sela Road for UrthingSobla Hydro Electric Project (HEP), Uttarakhand(Length 36 km) Including 3 TUNNELS. • Detailed Project Report (DPR) including Survey, Investigation for upgradation and improvement for Two laning of Shillong - Cherra State Highway (Umtyngar at NH-40 to Mawmluh), length 36.20 km, Meghalaya. • Detailed Project Report (DPR) including Survey, Investigation for upgradation and improvement of Mankachar - Mahendraganj Road (km 6.26 to km 25.828), Meghalaya. • Detailed Project Report (DPR) including Survey, Investigation for Improvement, Widening, Strengthening for Two Laning of Shillong – Nongstoin – Rongjeng – Tura [SNRT] State Highway (km 246 to km 270), length 25 km. • Detailed Project Report (DPR) including Survey, Investigation for Improvement, Widening, Strengthening of Rymbai – Iapmala – Suchen [RIS] Road (km 1 – km 17), including 1 no. of Bridge in Meghalaya under NLCPR.

  22. Detailed Project Report (DPR) for Botsa-Seiyhama to Ziezou road ( Length 28 km) under E & I Scheme, PWD, Nagaland • Detailed Project Report (DPR) for Improvement of Defence Roads Junction Tokiya Town Sheyepu via Thokihi Road (Length 31 km) under E & I Scheme, PWD, Nagaland • Detailed Project Report (DPR) for Mbailwa to Beisumpui (Length 24 km) ,Nagaland • Detailed Project Report (DPR) for Improvement of Aghunato to Asuto Road via Satami (Length 32 km) under E & I Scheme, PWD, Nagaland • Feasibility Studies and Detailed Project Report(DPR) including Detailed Design and Drawings for Rehabilitation of Lyngkhat - Dawki Rd

  23. ISO Certification

  24. Awards

  25. Paper Publications

  26. PAPER PUBLICATIONS:

  27. Project Matrix

  28. Activities Projects

  29. Activities Projects

  30. Activities Projects

  31. Activities Projects

  32. Activities Projects

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