Restoration of LWSS Shivnath Khabli

Amount

Excavation in foundation, trenches etc. in earth work in all kinds of soil lift upto all height, stacking the excavated soil not more then 3 mtrs. clear from the edge of excavation & then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed within all leads and lifts.

Stone soling properly hand packed filling interestices with spalls and consolidating complete in all respect.

Providing and laying cement concrete 1:4:8(One cement :four sand : eight graded stone aggregate 40mm nominal size and curing complete excluding the cost of centering & shuttering in foundation and plinth within all leads and lifts.

Providing and laying cement concrete 1:1.5:3 (One cement:one & half sand:three graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-.

Foundation, footing bases of columns and the like and mass concrete within all leads and lifts .

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battons and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00mtrs. and removal of the same for in-situ-reinforced and plain concrete work in:-

Vertical surface such as walls (any thickness) partitions and the like including attached pillasters,buttresses, plinth and string courses and the like within all leads and lifts.

Providing and fixing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts .

Providing and fixing Zinc Aluminium steel circular water storage tank on RCC foundation having capacity 200000 liters made of Zinc Aluminium ( Zincalume) material of Tata/JSW me more, 0.8mm thick sheet, to be assembled at site ( tank dimensions, Inner diamenter 8.0m, Height including free board-4.10m) with self-supporting dome roof ( Hot dp galvanized ( HDG) dome strcutre) of Zinc Aluminium maerial thickness of sheet 0.56mm wih bearing capacity not less than 110 Kg/sqm including all allied accessories i/c inlet outlet, over flow and scouring nozzles of GI, GI air vent pipe, heavy duty cage ladder Hot dip Galvanized ( external and internal), 1 No, access hatch on roof, level indicator with geotextile base protection and food grade PVC inter lining 760 GMS ( 0.55mm thick) SRF/Sieton make , UV stabilized, anti-cracking, anti-algae, ani-static confrming to elevant IS Codes, wind load bearing capacity of the structure to be less than 44m/sec. The contractor shall certify the expected life of than which shall not be less than 3 years and from manufacturing defects of 1 year in case the work is awarded to him/her complete in all respect.

PUNJAB SINGH (BID ID -494484)

Vivek (BID ID -494519)

M/S VIKAS CONSTRUCTION (BID ID -494234)

Banarshi Dass (BID ID -494588)

Divyanshu Pathania (BID ID -494238)

Vijay kumar kushwaha (BID ID -494329)

Prem Chand (BID ID -494581)

Sudhir Kumar (BID ID -491958)