Const. of remaining works of Sewerage Pump Stat., Rising Main DI Pipe, Lowering, Laying and Jointing RCC Pipe Zone I-II,Pump House, Machinery, Disposal Pipe from STP at Diu along with related Mech. and Elec., Sitc of Eq.,etc. Operation, Mnt. Period.

Amount

Description of item

Earth `work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. 0.00 to 1.5 m depth c) Hard Murrum

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sies and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m 0 to 1.5m depth d) Hard rock

Excavation in bitumenous road as per required gradient and line including safety provisions using site rails and stacking excavated stuff incl. upto all required lead cleaning the site etc. complete for all lifts and strata as specified Excavation in Bituminous Road

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sies and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m 1.5m to 3m depth d) Hard rock

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sies and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m 3m to 4.5m depth d) Hard rock

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sies and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m 4.5m to 6m depth d) Hard rock

Earth brought from outside up to 3 Km, filling in trenches, watering and consolidation

Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete 150 mm bedding below the HDPE pipe

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth - PCC under HDPE Pipe

Providing and supplying of ISI marked High density Polyethylene H.D.P.E ( PE-100) Pipes in standard suitable lengths as per IS specification no. 14333/1996 or its latest revision/amendments including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading unloading, conveyances to the departmental stores etc. complete. 160 mm Dia (6.0 kg/cm2)

Providing and supplying of ISI marked High density Polyethylene H.D.P.E ( PE-100) Pipes in standard suitable lengths as per IS specification no. 14333/1996 or its latest revision/amendments including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading unloading, conveyances to the departmental stores etc. complete. 160 mm Dia (10.0 kg/cm2)

Providing and supplying of ISI marked High density Polyethylene H.D.P.E ( PE-100) Pipes in standard suitable lengths as per IS specification no. 14333/1996 or its latest revision/amendments including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading unloading, conveyances to the departmental stores etc. complete. 355 mm Dia (10.0 kg/cm2)

Lowering, laying and jointing HDPE pipes and specials of following class and diameter (By butt fusion welding method) including cost of conveyances from stores to site of works including cost of labour, material ,giving satisfactory hydraulic testing etc. complete 160 mm

Lowering, laying and jointing HDPE pipes and specials of following class and diameter (By butt fusion welding method) including cost of conveyances from stores to site of works including cost of labour, material ,giving satisfactory hydraulic testing etc. complete 355 mm

Provoding and supplying D.I. K-9 grade pipes for 350mm nominal bore diameterwith internal cement mortar lining including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading unloading, conveyances to the departmental stores etc. complete. IS8329-2000 Rate of DI pipe based on Wholesape price Index of Pig Iron as 149.2 for the month of Jan 2022, For sewerage Project cement mortar lining shall be with Sulphate resistant cement

Lowering, Laying and Jointing of Mortar lined DI Pipes for various classes with CI/MS specials of 350mm diamenter in proper position, grade and alignment as directed by Engineer-In-Charge including hydraulic testing etc. complete

Providing & Supplying CI Air Valve of approved make & quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc, complete - Kinetic Air Valve - 150mm dia

Erection of Air Valve riser by installing new MS Pipe of 6mm thickness and 3.2m length with necessary fittings such as flange of appropriate size nut bolts and embed the pipe in RCC M:15 with offset of 10 cm around pipe with necessary steel etc. complete 150 dia Air valce with MS Pipe

Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all type sections, in framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per the structural designs and directions of Engineer in charge. Structural steel work for support of DI pipeline

Providing , supplying, laying and jointing ISI Standard R.C.C. pipes ( Of Sulphate Resistance Cement ) in standard lengths of following class and diameter suitable for (Rubber Ring Joints )Socket & Spigot type joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete, (IS - 458 / 1989) Note : One rubber ring should be supplied with each full length socket pipe cost included in rates. (D) Class NP3 Test Pressure 0.7 Kg/ Sq. cm 150mm

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter sewer.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm diameter sewer.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for 150mm diameter sewer.

Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No.23 (I) for depth from 0.9M to 1.5M.

Extra rate for constructing B.B. masonry for every additional depth of 0.1M. GR Part thereof over item No.24 (I) for depth from 1.50M. to 2.25M.

Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No. 25 (III) for depth from 2.25M to 3.15M.

RCC Precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M200 Frame & cover suitable to drainage M.H. and as per type design & drawing including cost of reinforcement M.S. angle or Flat, curing mold work etc. 35 kg.cm2 load capacity a) Heavy Duty 1)Frame suitable for 50 cm opening of MH

2) Cover suitable for 50 cm opening of MH

Disposal of excavated stuff beyond 50M and up to 5KM as directed (Earth)

Disposal of excavated stuff beyond 50M and up to 5KM as directed (Hard Rock)

Excavation For Pumping Stations 6-7.5 mtr (d) Hard Rock

7.5 mtr to above d) Hard rock

Construction of granular sub-base by providing close graded Material confirming to specifications, mixing in a mechanical mix plant at OMC, carriage of Mixed material by tippers to work site, for all leads & Lifts, Spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting wth vbratory power roller to achieve the desired density, complete as per specifcations and directions of Engineer-in-charge With mateial confirming to Grade-I (Size Range 75mm to 0.075 mm) having CBR Value-30

Supplying, Installation, testing and commissioning SS 304 Mechanical types, Bar Course screen with lifting arrangement amd all accessories . At, Main Pumping Station , Diu

Supplying, Installation, testing and commissioning SS 304 Manual types, Bar Course screen with lifting arrangement amd all accessories . At, Pumping Station, Ghoghla

Supplying, Installation, testing and commissioning SS 304 Manual types, Bar Course screen with lifting arrangement amd all accessories . At, Pumping I.P.S-1 Diu

Construction of Compound Wall

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. 0.00 to 1.5 m depth a)All kinds of soil

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan.

Providing and casting in situ ordinary cement concrete M-150 for coping, over riding returns including formwork curing and finishing complete

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level,

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular

20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials.

Plantation and Gardening at Main Pumping station

Supplying of new garden soil filling and spreading for entire garden area including manure and sand with transport. The ground should be dug upto 30 to 45 cms to remove stones with weeds and exposed to sunlight for proper sterilization.

Supply and planting good quality Bermuda grass designed to variable levels includes transport, loading and unloading, and prepared by one of the approved methods seeds, by turfing, by turf - plastering or by dibbling roots etc with maintenace period of minimum 12 months etc as directed by EIC.

Supply and planting Foxtail palms with maintenace period of minimum 12 months etc as directed by EIC.

Supply and planting Plumeria Alba plants with maintenace period of minimum 12 months etc as directed by EIC.

Supply and planting Rheo plants with maintenace period of minimum 12 months etc as directed by EIC.

Supply and planting medium height tree. ( Flowering and non flowering) such as mussendas, oleander, ficus, tecoma, hamilia pentas, hibicus etc with maintenace period of minimum 12 months etc as directed by EIC.

Supply and planting flowering shrubs. Such as exora, boganvilla, euphorbia, poinsetta, durantha, nandi, scheflora, acalipha, melastromia, heliconia, canas etc with maintenace period of minimum 12 months etc as directed by EIC.

Supply and planting non flowering shrubs. Such as pendanas, spiderlily, dianola, zanadu, dressina, rheo, etc with maintenace period of minimum 12 months etc as directed by EIC.

Unipro Techno Infrastructure Pvt Ltd