Reorganization of BADETHI WATER SUPPLY SCHEME under Jal Jeevan Mission in Block Dunda of District Uttarkashi

Rates for Reorganization of BADETHI WATER SUPPLY SCHEME under Jal Jeevan Mission in Block Dunda of District Uttarkashi

Supply of ISI marked G.I. Pipes Conforming to IS: 1239 (Part-I)/2004 or its latest amendment(s) W.E.F. 28.05.2020 To27.05.2021. based on steel H.R. Coils as on 01.01.2021 announced by S.A.I.L (Ex-Plant Nett of Disc.) Rs. 52,000.00 PMT and Zinc as on 01.01.2021 announced by Hindustan Zinc Ltd. (Ex- Plant Nett of Disc.) Rs.2,35,500.00 PMT 1) 100 mmφ

Supply of special & fittings

Excavation trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed, within a lead of 50 m 1) All kinds of soil.

2) Ordinary rock

Dismantling of following nominal dia. Screwed and socketed M.S. galvanized pipes with specials and fittings in trenches underground, outside the building including cutting, threading etc. complete 1) GI Pipe 80 mm

2) GI Pipe 65 mm

3) GI Pipe 50 mm

4) GI Pipe 40 mm

5) GI Pipe 32 mm

6) GI Pipe 25 mm

7) GI Pipe 20 mm

Carting, laying, jointing, fixing, and testing of following diameter G.I. screwed pipes with specials and fittings in trenches underground, outside the building including cutting, threading etc. complete. 1) GI Pipe 100 mm

2) GI Pipe 80 mm

3) GI Pipe 65 mm

4) GI Pipe 50 mm

5) GI Pipe 40 mm

6) GI Pipe 32 mm

7) GI Pipe 25 mm

8) GI Pipe 20 mm

Carting & Installation of French Well 300mm as per design and drawing works, including supply of all materials, labour T&P etc complete.

Construction of RCC Settling Unit and slow sand filter 2 Unit as per Drawing and design.

Constt. Of R.C.C C.W.R 100 KL. Capacity design by as per design & drawing Including cartage

Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge.

Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper cum etc. including supply of all labour material, t&p & royalty etc, required for proper completion of work. (as per PWD Uttarakhand specifications)

Random Rubble Masonary with hard stone in foundation and plinth including leveling up with cement concrete 1:6 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with Cement mortar1:6 (1 cement : 6 coarse sand)

Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

Providing and Laying of wire crates 3m x 1.5 m x 1.5 m in size with a 10gauge BWG G.I. Wire confirming to I.S.280& I.S.:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 Kg.

Providing and laying of stone set pavement over 2.5 cm thick bedding layer of PCC 1:2:4 which shall further be placed over 10 cm thick dry stone kharanja or crushed stones base over a prepared subgrade as per drawings and technical specifications. The size of stones shall not be less than 20 cm x 20 cm and thickness of stones shall vary from 10 cm to 15 cm. The work includes filling of joints with PCC 1:2:4 as per the standard drawings and instructions of the Engineer-in-Charge.

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 five level excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominal size)

Reinforcement for R.C.C. (1:2:4) work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.