Engineering, Procurement and Construction (EPC) Contract for Providing Irrigation Facility to Non-Irrigated Area for Umarpada Taluka, Surat District Through Tapi Karjan Link Pipeline Project with Operation and Maintenance for 10 Years.

(b) 1516 mm dia (OD) - 8 mm thick

(c) 1416 mm dia (OD) - 8 mm thick

(d) 1314 mm dia (OD) - 7 mm thick

(e) 1012 mm (OD), 6.0 mm thick

(f) 1112 mm (OD), 6.0 mm thick

(g) 1214 mm (OD), 7.0 mm thick

Item No.1.2 M.S. Pipe supply for Sluice Valve Connection (h) 168.3 mm (OD), 4.0 mm thick

(i) 219.7 mm (OD), 4.5 mm thick

(j) 219.7 mm (OD), 6.3 mm thick

Item No.1.3 Drilling horizontal bore hole for water main pipeline crossing below State Highway or National Highway by Pushing Method with allied works including providing and fixing of MS casing pipe inside epoxy and outside 25 Micron Zinc rich Primer, including getting permission from competent authority. All the statutory charges and other charges such as deposit, damage, insurance, NOC, etc. for laying pipeline below State Highway or National Highway are to be paid by the contractor followed by successful restoration of the structure. (k) 720 mm (OD), 10 mm thick

(i) 1800 mm (OD), 22 mm thick

Item No.2 Providing and erecting ISI mark Ductile Iron Butterfly valves as Isolation Valves with expansion bellow, jointing to pipe work (including all hardware and packing) water quality, having non-rising spindle with hand wheel, etc. as per requirement, including C.C foundation / structural steel support with with suitable dia.valve as per design requirement for bypass arrangement including designing and constructing RCC (M30) Chambers (PN-1.6) with chamber of minimum size 4.0 M X 4.0 M X 4.5 M depth. 2 (a) 1600 mm dia. (PN-1.0)

2 (b) 1500 mm dia. (PN-1.0)

2 (c) 1400 mm dia. (PN-1.0)

2 (d) 1300 mm dia. (PN-1.0)

2 (e) 1200 mm dia. (PN-1.0)

2 (g) 1100 mm dia. (PN-1.0)

2 (h) 1000 mm dia. (PN-1.0)

2 (i) 900 mm dia. (PN-1.0)

2 (j) 800 mm dia. (PN-1.0)

2 (k) 700 mm dia. (PN-1.0)

2 (l) 600 mm dia. (PN-1.0)

2 (m) 500 mm dia. (PN-1.0)

2 (n) 400 mm dia. (PN-1.0)

2 (o) 350 mm dia. (PN-1.0)

2 (p) 300 mm dia. (PN-1.0)

2 (q) 250 mm dia. (PN-1.0)

Item No.3 Providing,supplying and fixing conforming to ISI Ductile Iron D.F. Sluice Valves/ Scour Valves including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to departmental stores, stacking, etc. complete including lowering, laying and jointing in position including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing,etc. complete with designing and constructing RCC (M30) Valve Chambers as per drawing.with chamber of minimum size 2.0 X 1.5 X 3.5M depth. (a) 400 mm dia. (PN-1.0)

3 (b) 300 mm dia. (PN-1.0)

3 (c) 65 mm dia. (PN-1.0)

3 (d) 80 mm dia. (PN-1.0)

3 (e) 100 mm dia. (PN-1.0)

3 (g) 150 mm dia. (PN-1.0)

3 (h) 200 mm dia. (PN-1.0)

Item No.4 Providing and Erecting Kinetic, Temper proof, Combination type Air valves (as per AWWA C 512) with an isolation sluice valve and stand pipe as per specifications and data sheet. Air Valves having a single Float - Capsule Type, of SS 304 of following PN Rating and diameter with providing and fixing Air Valve shaft of min 5.0 M height, with encasing of shaft in RCC M20 and MS pad of suitable dia and thickness of pipe or RCC thrust block base. etc. Cost is including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (a) 50mm dia. (PN-1.0)

4 (b) 80mm dia. (PN-1.0)

4 (c) 100mm dia. (PN-1.0)

4 (d) 150mm dia. (PN-1.0)

4 (e) 200 mm dia (PN 1.0)

Item Description

Item No.5 Manufacturing supply and delivery of HDPE pipe with suitable specials having nominal diameter at store /sites, including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to department store/sites, stacking etc. complete as instructed by engineer incharge including excavation for pipe trench incl. all safety provisions using site rails and stacking excavated stuff upto a lead directed by engineer in charge, cleaning the site etc. complete for lifts and all strata. Lowering and laying in position to correct line and level and on pedestal or chairs upon prepared formation or prepared bedding in trenches the rate include conveyance from store to site of work loading unloading joint plastering, hydro testing etc complete and refilling the pipeline trenches incl. ramming, watering, consolidation deposal of surplus stuff as directed within project area and as per approved design and drawing by engineer in charge or his authorised representative. The work also includes payment of standing crop compensation, (Reimbursable) other damage compensation etc., co-ordination Liasioning and getting ROU / ROW permissions for laying of pipe line as per alignment. Statutory charges for permission, miscellaneous charges, etc. are to be paid by the contractor. (a) (i) 200 mm (OD), PE-100 PN-10

(b) (ii) 225 mm (OD), PE-100 PN-10

(c) (iii) 250 mm (OD), PE-100 PN-10

(d) (v) 315 mm (OD), PE-100 PN-10

(e) 63 mm (OD), PE-100 PN-10

(f) 75 mm (OD), PE-100 PN-10

(g) 200 mm (OD), PE-100 PN-6

(h) 225 mm (OD), PE-100 PN-6

(i) 250 mm (OD), PE-100 PN-6

(j) 280 mm (OD), PE-100 PN-6

(k) 315 mm (OD), PE-100 PN-6

(l) 200 mm (OD), PE-100 PN-8

(m) 225 mm (OD), PE-100 PN-8

(n) 250 mm (OD), PE-100 PN-8

(o) 280 mm (OD), PE-100 PN-8

(p) 315 mm (OD), PE-100 PN-8

Item No.6 Manufacturing supply and delivery of DI pipe with suitable specials having nominal diameter at store /sites, including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to department store/sites, stacking etc. complete as instructed by engineer incharge including excavation for pipe trench incl. all safety provisions using site rails and stacking excavated stuff upto a lead directed by engineer in charge, cleaning the site etc. complete for lifts and all strata. Lowering and laying in position to correct line and level and on pedestal or chairs upon prepared formation or prepared bedding in trenches the rate include conveyance from store to site of work loading unloading joint plastering, hydro testing etc complete and refilling the pipeline trenches incl. ramming, watering, consolidation deposal of surplus stuff as directed within project area and as per approved design and drawing by engineer in charge or his authorised representative. The work also includes payment of standing crop compensation, (Reimbursable) other damage compensation etc., co-ordination Liasioning and getting ROU / ROW permissions for laying of pipe line as per alignment. Statutory charges for permission, miscellaneous charges, etc. are to be paid by the contractor. (a) (i) 350mm Dia (ID) D.I Pipe K-7

(b) (ii) 400mm Dia (ID) D.I Pipe K-7

(c) (iii) 450mm Dia (ID) D.I Pipe K-7

(d) (iv) 500mm Dia (ID) D.I Pipe K-7

(e) (v) 600mm Dia (ID) D.I Pipe K-7

(f) (vi) 700mm Dia (ID) D.I Pipe K-7

(g) (vii) 750mm Dia (ID) D.I Pipe K-7

(i) (viii) 800mm Dia (ID) D.I Pipe K-7

(j) (ix) 900mm Dia (ID) D.I Pipe K-7

(k) (i) 350mm Dia (ID) D.I Pipe K-9

(l) (ii) 400mm Dia (ID) D.I Pipe K-9

(m) (iii) 450mm Dia (ID) D.I Pipe K-9

(n) (iv) 500mm Dia (ID) D.I Pipe K-9

(p)(v) 600mm Dia (ID) D.I Pipe K-9

(q) (vi) 700mm Dia (ID) D.I Pipe K-9

Item No.7 Thrust Block/Pipe encasing for Nala, River and Road : Providing and laying controlled cement concrete M-20 for thrust block/ backfill stabilizers/Pipe encasing for Nala, River and Road, with required form work and reinforcement (TMT Fe500) including designing the thrust block/ backfill stabilizers. (a) Rising main Thrust Block/ Pipe encasing

(b) Distribution Network Thrust Block/ Pipe encasing

Item No.8 Design and Constructing Inlet Structure to receive water in the various existing ponds with all civil works including concrete providing and laying in position ready mix M-300 grade concrete for reinforced cement concrete work, using cement content as per approved design Mix manufacture in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10 kms having continous agitated mixer, maufactured as per mix design of specified graded for rienforced cement concrete work including grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixture in recommended properties as per IS : 9103 to accelerate / retard setting of concrete, improve workability without imparing strength and durability as per direction of engineer in charge without fly ash (Min cement Level as per latest IS 456 shall be maintained) (cement level 475 Kg)

Item No.9 Breaking the existing road road surface of any thickness including B.T. surface with hand and machine tools including stacking of useful road materials.

Item No.10 Road reinstatement of asphalt road pavement including providing and supplying all materials, labour including soling, metalling, grouting with tack coat, carpet, seal coat etc. complete. (Market Rate)

Item No.11 Water main pipeline crossing under the Gas, Oil and water pipeline and any Other utility, etc. complete as suggested by EIC / as suggested by utility line owner.