Madsi Elkoti Reorganization Water Supply Scheme of Block Doiwala District Dehradun

Amount

Supply of all materials, labour & T&P etc. and construct the Intake chamber for spring (0.60x0.60) M as per type design and drawings complete.

Supply of all materials, labour, T&P etc. and construct S.C.C. cum roughening filter of (1 MX 1 M) size as per type design

Supply of all materials, labour & T&P etc. and construct chlorinating chamber as per type design and drawing complete including supply and instaliation of bucket type chlorinator of 25 litres capacity.

Providing, Carting, laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality), including cutting, threading etc complete.

25 mm dia.

32 mm dia.

50 mm dia.

80 mm dia.

Excavation of earth for pipe line in following strata lift upto 30 M. including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 M. from trenches including suply of labour, T&P etc. all complete.

Soil mixed with boulders and bajri

Medium rocks and big boulders

Supplying and fixing of following sizes of valve including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete.

Brass/ Gunmetal valve

25 mm dia.

50 mm dia.

Air Valve 20 mm dia

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 .

Provision for Cutting of road surface for laying of pipe line including supply of all material, labour, T&P etc. complete.

Cement concrete road

Reinstatement of road as per norms and PWD Specification.

Cement concrete (1:1.5:3) road.

Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2.

20.00 KL cap. C.W.R.

Supply of all materials, labour, T&P etc. provision for new house connection and restoring of house connection that might be damaged during excavation and laying of pipe line of existing connection.

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete.

Plantation Work Including : - Survey and Demarcation, Site clearance, Alignment of Pits including cost of lime.Fencing work of the area with Cement pole and GI thorned wire fencing (Hor.-5 Nos.+ Digonical-2 Nos.). Pit diging along alignment (30x30x45 cm.) & Filling of pits with soil including mixing of organics (30x30x45 cm.), Plantation of plant in pit with proper packing of soil and making thawalas including trapotation of plant with plantation area, Cost of plant, Cost of fertilizer &Cost of Urea for broadcasting DAP , Upto Road head (1 Km.), Transportation of plants by truck average distance of 10 Kms & By head load upto 6 Kms, After one month of plantation during Aug. & Sep. with preparation of thawlas & Second Weeding & mukching during Oct. & Nov., 200.00x0.75x0.60 M. size & Watch and ward for 6 months & Miscelineous Works.

P/L of wire crates 3.0x1.50x1.50m in size with GI wire confirming to IS:280 & 4826 in 150mmx150mm mesh laid with stone boulders as per direction of Engineer in charge.Wire 10 gauge BWG. (Check Dam)

Making Contour trenches in size of 0.60 x 0.45 M including Site clearance and demarcation and Earth work in soil mixed with shingle, moorum etc. complete.

Making Recharging Pit of 1.00 M x 1.00 M size including Earth work in soil mixed with shingle, moorum and Dry stone pitching 22.5 cm thick including supply of stone and preparing surface complete. etc.complete.