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Himmatpur Nakayal Water Supply Scheme Of Block Haldwani Construction Of 50Kl Rcc Overhead Tank With 13 M Staging Rising Main And Other Appurtenant Works For Himmatpur Nakayal Water Supply Scheme Of Block Haldwani, Haldwani-Uttarakhand

Drinking Water And Sanitation Department has published Himmatpur Nakayal Water Supply Scheme Of Block Haldwani Construction Of 50Kl Rcc Overhead Tank With 13 M Staging Rising Main And Other Appurtenant Works For Himmatpur Nakayal Water Supply Scheme Of Block Haldwani. Submission Date for this Tender is 19-12-2019. Over Head Tank Tenders in Haldwani Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

22756541
Himmatpur Nakayal Water Supply Scheme Of Block Haldwani Construction Of 50Kl Rcc Overhead Tank With 13 M Staging Rising Main And Other Appurtenant Works For Himmatpur Nakayal Water Supply Scheme Of Block Haldwani
Open Tender
Indian
Uttarakhand
Haldwani
19-12-2019

Tender Details

Himmatpur Nakayal Water Supply Scheme Of Block Haldwani Construction Of 50Kl Rcc Overhead Tank With 13 M Staging Rising Main And Other Appurtenant Works For Himmatpur Nakayal Water Supply Scheme Of Block Haldwani

Key Value

Document Fees
INR 1770 /-
EMD
INR 34000.0 /-
Tender Value
INR 16.56 Lakhs /-

BOQ Items

Name of Work: Construction of 50KL RCC overhead Tank with 13 m staging Rising main and other appurtenant works for Himmatpur Nakayal Water Supply Scheme of Block Haldwani
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 13m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, 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, ventilator column 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 and staging 13.00 metre. BI01010001010000000000000515BI0100001113 1 Nos
2 2 Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.\n BI01010001010000000000000515BI0100001114 60 Rm
3 3 Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. BI01010001010000000000000515BI0100001115 57.6 Cum
4 4 Supplying and fixing of following sizes of valves 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 in all respect but excluding the cost of earth work and construction of chamber. C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) BI01010001010000000000000515BI0100001116
5 4.01 150 mm dia BI01010001010000000000000515BI0100001117 1 Nos
6 4.02 200 mm dia BI01010001010000000000000515BI0100001118 2 Nos
7 5 Constructing masonry Chamber 120x120x100 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 and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :\nWith common burnt clay F.P.S.(non modular) bricks of class designation 7.5 BI01010001010000000000000515BI0100001119 3 Nos
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