REORGANISATION OF BAUN WATER SUPPLY SCHEME, UNDER JAL JEEWAN MISSION in Block Dunda of District Uttarkashi

Rates forReorganisation OF BAUN 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 Zine Ltd. (Ex- Plant Nett of Disc.) Rs.2,35,500.00 PMT 1) 80 mmφ

Supply of special fittings (As per demand)

Constt. Of S.C.P.C. Drain including supply of all materials, labour T&P etc. complete

S/F Steel Intake Chamber including supply of all materials, labour T&P etc. complete

Construction of Treatment plant as per approved design & drawing by I.I.T. & all cement,concrete, R.C.C work tube testing approved farms. including supply of all materials, labour T&P etc. complete

Constt. Of R.C.C C.W.R 90 KL. Capacity design by as per design & drawing Including cartage

Constt. Of R.C.C C.W.R 30 KL. Capacity design by as per design & drawing Including cartage

Constt. Of R.C.C C.W.R 20 KL. Capacity design by as per design & drawing Including cartage

Protection work for source, pipe line including supply of all materials, labour T&P etc. complete 1) Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203

2) 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 mm nominal size)

3) 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. upto floor five 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)

4) 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 technicalspecifications. The size of stones shall not be less than 20 cm x 20 cm andthickness 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 oftheEngineer-in-Charge.

5) Plastering Work made by Cement & sand 1:6 motor including supply of all material,labour, T&P etc. required for proper completion of the work.

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

7) 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)

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

9) Random Rubble Masonary with hard stone in foundation and plinth including levelingup 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)

Construction of Store/ Chowkidar quarter as per approved design, drawing including supply of all materials, labour T&P etc. complete

Earth work for foundation including supply of all materials labour, T&P etc. complete( for protection work)

Excavation trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 surpplus excavated soil as directed, within a lead of 50 m 1) In soil mixed boulder

2) In medium rock

Dismantling of following pipe lines including supply of all materials labours, T&P etc complete 1) 50 mmφ

Laying jointing and testing of following pipe lines including supply of all materials labour,T&P etc complete. 1) 80 mmφ