P/L OF GI PIPES AND CONST. OF GSR AT WSS KARNA PARAT (NRDWP)

Amount

PIPE WORK

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared

Excavating trenches of required width for pipes, cables etc including excavation of rocks, dressing of sides ramming of bottoms depth up to 0.50 m including getting out the excavated soil and disposing of surplus soil up to 50 m lead with all kind of soil .

Providing and Fixing of 15 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 20 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 25 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 32 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 40 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Providing and Fixing of 50 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)

Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M (80% quantity of earthwork)

Carriage of G.I. Pipe avg. distance 1.50 KM by Head load from stacking place to site of work

MANUFACTURING FABRICATION AND FIXING OF MS SURAFCE BOX CHAMBE ROF SIZE 0.6X0,6X0.75MADEOF 6MM THICK MS SHEET USING 40X40X5 ANGLE IRONINCLUDING CUTTING ,FIXING IN POSITION

P/F 80mm dia check valve NRV with cap CI

P/F 65 mm dia check valve NRV with cap CI

CIVIL WORK

Earth work in excavation by manual means over areas (Exceeding 30 cms. And up to 1.5 M in depth, 1.5 M in width as well as 10 Sqm. On plan) including disposal of excavated earth up to 1 Mtr. From cutting edge; disposed earth to be levelled and neatly dres

Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level1:4:8 (1 cement: 4 Coarse sand: 8 graded stone Agg. 40 mm nominal size) Crushed

Providing and laying in position specified grade of reinforced cement concrete excluding cost of centring, shuttering, finishing and reinforcement all work up to plinth level.1:1.5:3 (1 cement: 1.5 Coarse sand: 3 graded stone Aggregate 20 mm nominal size

Providing and laying in opsition specified grade of reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts etc. up to floor V level excluding cost of centring, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement: 1.5 Coarse sand: 3 graded stone Aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete excluding cost of centring, shuttering, finishing and reinforcement all work for slab 1:1.5:3 (1 cement: 1.5 Coarse sand: 3 graded stone Aggregate 20 mm nominal size

Centring and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns for mass concrete(Mud mat, Bed slab and Drain complete

Centring and shuttering including strutting, propping etc. and removal of form work for Walling

Centring and shuttering including strutting, propping etc. and removal of form work for Suspended floors, Roofs Landings Balcony & Access Plate Form

Edges of slabs and breakes in floors and walls under 20 Cms wide

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically treated bars

50mm Cement concrete flooring1:2:4(1 cement:2 Coarse sand:4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete.50 mm thick with 20 mm nominal size stone Aggreg

15 mm thick cement sand plaster in 1:4 mix

Extra for centring, shuttering in circular work foundation and plinth

Extra for centring, shuttering in circular work walling

Extra for centring, shuttering in circular work extra for slab

Extra for plastering on circular work not exceeding 6m in radius

Extra for providing and mixing water proofing material in cement concrete work

Dry stone masonry

Supply of manhole cover

Supply of Air Bend

Supply of CG.I Sheet

Supply of G.I pipe for Inlet / Outlet 100 mm dia

Supply of G.I pipe for Inlet / Outlet 80 mm dia

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade; new work(two or more coats) applied @ 3.84 Kg/10 Sqm.

Carriage of TMT Steel 65 KM by Mechanical Transport

Carriage of Cement 65 KM Mechanical Transport

Carriage of Sand 65 KM from nallah to site of work by Mechanical Transport

Carriage of Stone aggregate 15 KM from crusher to site of work by Mechanical Transport

Carriage of stone average distance 15 Km by Head Load

Carriage of cement by manual labour average distance 2.0 KM by head load

Carriage of steel by manual labour average distance 2.0 KM by head load

Carriage of sand/stone aggregate by manual labour average distance 2.0 Km by Head Load

Carriage of stone average distance 2.00 Km by Head Load

Mechanical part

Providing, Installation, Testing & Commissioning of HCP Set 3000 GPH x 320Mtr Head Providing of Horizontal Centrifugal pump set 3000GPH X 320 Mtr Head along with suitable Induction motor & base frame at pumping station base stage karna parat.The pumping machinery should confirm to relevant ISO standards with all latest amendments. The equipment should also be accompanied with test certificate and performance curve. Carriage/ shifting of pumping machinery by Mechanical Transport and Headload up to site of work with loading/unloading charges. Construction of RCC foundation block by way of excavation of trench and finish the pit in the pump room as per the size HCP set and disposal of excavated waste material outside premises at suitable place as per site conditions with the help of manual labour. The job includes fabrication of steel reinforced cubical structure of requisite size for foundation block out of T.M.T steel bars 10mm thick by way of cutting the steel bars of required length and placing in position at proper spacing longitudinally and transversally and binding with black annealed wire properly. Providing and fabrication of steel foundation bolts of required specification-6Nos having threaded portion at one end and an anchor at the other end along with steel hexagonal nuts & washers.Lowering the reinforced/cuboidal steel structure in the pit and then Placing & levelling the base frame of pump over the steel structure with the help of levelling tool.Fixing of foundation/anchor bolts Passing through holes of foundation plate and tightening properly. Laying of foundation block of RCC in the ratio (1:1.5:3)mix (cement:sand:aggregates) sufficiently elevated with respect to floor level. The entire block to be laid in such a way that it can dump all types of mechanical vibrations created by dynamic load of HCP set. Fastening the foundation bolts and curing properly. The job includes cost of material such as cement 2 mechanical installation 3 P/installation, commissioning of sps 5000 GPH X 100 MH

Providing, Installation, Testing & Commissioning of HCP Set 5000 GPH x 300Mtr Head Providing of Horizontal Centrifugal pump set 5000GPH X 300 Mtr Head along with suitable Induction motor & base frame at pumping station base stage.The pumping machinery should confirm to relevant ISO standards with all latest amendments. The equipment should also be accompanied with test certificate and performance curve. Carriage/ shifting of pumping machinery by Mechanical Transport and Headload up to site of work with loading/unloading charges. Construction of RCC foundation block by way of excavation of trench and finish the pit in the pump room as per the size HCP set and disposal of excavated waste material outside premises at suitable place as per site conditions with the help of manual labour. The job includes fabrication of steel reinforced cubical structure of requisite size for foundation block out of T.M.T steel bars 10mm thick by way of cutting the steel bars of required length and placing in position at proper spacing longitudinally and transversally and binding with black annealed wire properly. Providing and fabrication of steel foundation bolts of required specification-6Nos having threaded portion at one end and an anchor at the other end along with steel hexagonal nuts & washers.Lowering the reinforced/cuboidal steel structure in the pit and then Placing & levelling the base frame of pump over the steel structure with the help of levelling tool.Fixing of foundation/anchor bolts Passing through holes of foundation plate and tightening properly. Laying of foundation block of RCC in the ratio (1:1.5:3)mix (cement:sand:aggregates) sufficiently elevated with respect to floor level. The entire block to be laid in such a way that it can dump all types of mechanical vibrations created by dynamic load of HCP set. Fastening the foundation bolts and curing properly. The job includes cost of material such as cement 2 mechanical installation 3 P/installation, commissioning of HCP 5000 GPH x 100 MH

Shadi Khan

Abdul Razak

BIOCARE TECHNO SOLUTIONS