CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER DRAWINGS PROVIDED FOR DOUBLE LANE MODULAR BRIDGE ( TO BE CONSTRUCTED BY OTHER AGENCY) AT KM 18.200, KM 19.00, KM 23.270 AND KM 24.710 ON FLAGHILL DOKALA ROAD INCLUDING SPT AND PLATE LOAD TEST AND INCLU

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PART-I: CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER DRAWINGS PROVIDED FOR DOUBLE LANE MODULAR BRIDGE ( TO BE CONSTRUCTED BY OTHER AGENCY) AT KM 18.200 OVER DIKCHU NALLAH ON FLAGHILL DOKALA ROAD INCLUDING SPT AND PLATE LOAD TEST (JOB NO G-1804/16)

CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER APPROVED DRAWINGS PROVIDED BY OC CONTRACT 100' DOUBLE LANE MODULAR BRIDGE AT KM 18.200 OVER DIKCHU NALLAH ON FLAGHILL-DOKLA ROAD INCLUDING ALL PREPARATORY WORKS, CASTING OF DIRT WALL & RETURN WALL, BACK FILLING BEHIND ABUTMENT CAP & DIRT WALL UP TO DECK LEVEL, PAINTING AND ALL OTHER ITEMS OF WORKS REQUIRED NECESSARY FOR THE CONSTRUCTION OF BRIDGE INCLUDING CURING ALL AS SPECIFIED IN PARTICULAR SPECIFICATION AND DIRECTED BY E-I-C

Part-II: CONSTRUCTION OF APPROACH ROAD WITH FMN, PMT AND SURFACING WORKS (TWO LANE SPECIFICATIONS WITH FMN WIDTH - 70 MTR)

CONSTRUCTION OF APPROACH ROAD With following details all as specified in particular specifications and as per Section No 400 and 500 of MoRT&H Specification (Vth revision) for Roads and Bridge Work and as per directed by E-I-C on both sides as per details mentioned below:- (i) Length of approach road (a) Flaghill side approach - 37.08 Mtr (b) Dokala side approach - 32.92 Mtr (ii) Surfacing works for 62.00 mtr length as per MoRT&H specifications:- (a) NFSSB 15 cm thick in 7.60 mtr width (b) CSB 7.5 cm three layers in 7.30 mtr width (c) DBM 60 mm thick in 7.00 mtr width (d) BC 40 mm thick in 7.00 mtr width (f) Prime Coat and Tack Coat to be applied as per MORT&H specifications and as directed by E-I-C (iii) Permanent works as per scope of woks enclosed with tender documents (a) Retaining Wall 17.08 (L) X 1.00 (H) - 2 Nos (b) Retaining Wall 10.00 (L) X 2.50 (H) - 2 Nos (c) Retaining Wall 2.30 (L) X 4.00 (H) - 2 Nos (d) Retaining Wall 10.00 (L) X 3.00 (H) - 2 Nos (e) Retaining Wall 2.50 (L) X 3.50 (H) - 2 Nos (f) L/Drain - 60 Mtr (g) RCC Approach Slab 4 Mtr span for both sides (iv) Other misc items required for the constuction of approach road

PART-I: CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER DRAWINGS PROVIDED FOR DOUBLE LANE MODULAR BRIDGE ( TO BE CONSTRUCTED BY OTHER AGENCY) AT KM 19.00 over LOCAL NALLAH ON FLAGHILL DOKALA ROAD INCLUDING SPT AND PLATE LOAD TEST (JOB NO G-1804/17)

CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER APPROVED DRAWINGS PROVIDED BY OC CONTRACT 100' DOUBLE LANE MODULAR BRIDGE AT KM 19.000 OVER LOCAL NALLAH ON FLAGHILL-DOKLA ROAD INCLUDING ALL PREPARATORY WORKS, CASTING OF DIRT WALL & RETURN WALL, BACK FILLING BEHIND ABUTMENT CAP & DIRT WALL UP TO DECK LEVEL, PAINTING AND ALL OTHER ITEMS OF WORKS REQUIRED NECESSARY FOR THE CONSTRUCTION OF BRIDGE INCLUDING CURING ALL AS SPECIFIED IN PARTICULAR SPECIFICATION AND DIRECTED BY E-I-C

Part-II: CONSTRUCTION OF APPROACH ROAD WITH FMN, PMT AND SURFACING WORKS (TWO LANE SPECIFICATIONS WITH FMN WIDTH - 80 MTR)

CONSTRUCTION OF APPROACH ROAD With following details all as specified in particular specifications and as per Section No 400 and 500 of MoRT&H Specification (Vth revision) for Roads and Bridge Work and as per directed by E-I-C on both sides as per details mentioned below:- (i) Length of approach road (a) Flaghill side approach - 40.00 Mtr (b) Dokala side approach - 40.00 Mtr (ii) Surfacing works for 72.00 mtr length as per MoRT&H specifications:- (a) NFSSB 15 cm thick in 7.60 mtr width (b) CSB 7.5 cm three layers in 7.30 mtr width (c) DBM 60 mm thick in 7.00 mtr width (d) BC 40 mm thick in 7.00 mtr width (f) Prime Coat and Tack Coat to be applied as per MORT&H specifications and as directed by E-I-C (iii) Permanent works as per scope of woks enclosed with tender documents (a) Retaining Wall 30.00 (L) X 1.00 (H) - 6 Nos (b) Retaining Wall 2.30 (L) X 2.50 (H) - 2 Nos (c) Retaining Wall 2.30 (L) X 4.00 (H) - 2 Nos (d) L/Drain - 72 Mtr (e) RCC Approach Slab 4 Mtr span for both sides (iv) Other misc items required for the constuction of approach road

PART-I: CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER DRAWINGS PROVIDED FOR DOUBLE LANE MODULAR BRIDGE ( TO BE CONSTRUCTED BY OTHER AGENCY) AT KM 23.270 ON FLAGHILL DOKALA ROAD INCLUDING SPT AND PLATE LOAD TEST (JOB NO G-1804/18)

CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER APPROVED DRAWINGS PROVIDED BY OC CONTRACT 80' DOUBLE LANE MODULAR BRIDGE AT KM 23.270 ON FLAGHILL-DOKLA ROAD INCLUDING ALL PREPARATORY WORKS, CASTING OF DIRT WALL & RETURN WALL, BACK FILLING BEHIND ABUTMENT CAP & DIRT WALL UP TO DECK LEVEL, PAINTING AND ALL OTHER ITEMS OF WORKS REQUIRED NECESSARY FOR THE CONSTRUCTION OF BRIDGE INCLUDING CURING ALL AS SPECIFIED IN PARTICULAR SPECIFICATION AND DIRECTED BY E-I-C

Part-II: CONSTRUCTION OF APPROACH ROAD WITH FMN, PMT AND SURFACING WORKS (TWO LANE SPECIFICATIONS WITH FMN WIDTH - 55.62 MTR)

CONSTRUCTION OF APPROACH ROAD With following details all as specified in particular specifications and as per Section No 400 and 500 of MoRT&H Specification (Vth revision) for Roads and Bridge Work and as per directed by E-I-C on both sides as per details mentioned below:- (i) Length of approach road (a) Flaghill side approach - 20.00 Mtr (b) Dokala side approach - 35.62 Mtr (ii) Surfacing works for 47.62 mtr length as per MoRT&H specifications:- (a) NFSSB 15 cm thick in 7.60 mtr width (b) CSB 7.5 cm three layers in 7.30 mtr width (c) DBM 60 mm thick in 7.00 mtr width (d) BC 40 mm thick in 7.00 mtr width (f) Prime Coat and Tack Coat to be applied as per MORT&H specifications and as directed by E-I-C (iii) Permanent works as per scope of woks enclosed with tender documents (a) Retaining Wall 10.00 (L) X 1.00 (H) - 2 Nos (b) Retaining Wall (60.44 Mtr) 30.22 (L) X 2.5 (H) Flaghill side-22.30 mtr both sides & Dokala side- 7.92 mtr both sides) (c) L/Drain - 48 Mtr (d) RCC Approach Slab 4 Mtr span for both sides (iv) Other misc items required for the constuction of approach road

PART-I: CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER DRAWINGS PROVIDED FOR DOUBLE LANE MODULAR BRIDGE ( TO BE CONSTRUCTED BY OTHER AGENCY) AT KM 24.71 OVER LOCAL NALLAH ON FLAGHILL DOKALA ROAD INCLUDING SPT AND PLATE LOAD TEST (JOB NO G-1804/19)

CONSTRUCTION OF SUB STRUCTURE (ABUTMENTS) AS PER APPROVED DRAWINGS PROVIDED BY OC CONTRACT 120' DOUBLE LANE MODULAR BRIDGE AT KM 24.71 OVER LOCAL NALLAH ON FLAGHILL-DOKLA ROAD INCLUDING ALL PREPARATORY WORKS, CASTING OF DIRT WALL & RETURN WALL, BACK FILLING BEHIND ABUTMENT CAP & DIRT WALL UP TO DECK LEVEL, PAINTING AND ALL OTHER ITEMS OF WORKS REQUIRED NECESSARY FOR THE CONSTRUCTION OF BRIDGE INCLUDING CURING ALL AS SPECIFIED IN PARTICULAR SPECIFICATION AND DIRECTED BY E-I-C

Part-II: CONSTRUCTION OF APPROACH ROAD WITH FMN, PMT AND SURFACING WORKS (TWO LANE SPECIFICATIONS WITH FMN WIDTH - 80 MTR)

CONSTRUCTION OF APPROACH ROAD With following details all as specified in particular specifications and as per Section No 400 and 500 of MoRT&H Specification (Vth revision) for Roads and Bridge Work and as per directed by E-I-C on both sides as per details mentioned below:- (i) Length of approach road (a) Flaghill side approach - 40.00 Mtr (b) Dokala side approach - 40.00 Mtr (ii) Surfacing works for 72.00 mtr length as per MoRT&H specifications:- (a) NFSSB 15 cm thick in 7.60 mtr width (b) CSB 7.5 cm three layers in 7.30 mtr width (c) DBM 60 mm thick in 7.00 mtr width (d) BC 40 mm thick in 7.00 mtr width (f) Prime Coat and Tack Coat to be applied as per MORT&H specifications and as directed by E-I-C (iii) Permanent works as per scope of woks enclosed with tender documents (a) Retaining Wall 2.3 (L) X 1.00 (H) - For both sides (b) Retaining Wall 22.3 (L) X 3.00 (H) -For both sides (f) L/Drain - 72 Mtr (g) RCC Approach Slab 4 Mtr span for both sides (iv) Other misc items required for the constuction of approach road

PAVE INFRASTRUCTURE PVT. LTD. (BID ID -3154511)

Epicon Constructions Private Limited (BID ID -3159600)

V.K Gupta & Associates (BID ID -3158310)