Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date4 Jun 2022
Closing Date13 Jun 2022
Tender Amount₹ 19,21,457
Costs
EMD
₹ 38,500Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Remodeling Of Wss Khokpa In G.p. Moorang In Tehsil Moorang Distt. Kinnaur H.p.
Description
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Contact
Tender Id
2022_HPIPH_61430_2Bid Award Id
ViewTender No
KNR-JSD-Pooh-TATender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
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Foundation and plith complete in all leads and lifts .
5.59
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In Wall any thickness but not less than 0.10mtrs) attached pillasters butterness from top of foundation upto of foundation upto floor two level with in all leads and lifts.
19.99
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Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm .so as to give a fair finish including centring ,shuttering ,strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4.00 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in:- (a) Vertical Surface such as walls (any thickness) partitions and the like including atttached pillasters buttresses, pilth and string courses and the like with in all leads and lifts.
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Vertical Surface such as walls (any thickness) partitions and the like including atttached pillasters buttresses, pilth and string courses and the like with in all leads and lifts.
275.2
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Flat Surface such as soffits of suspended floors, roofs,landings and the like .loors etc.upto 200 mm. In thickness with in all leads and lifts.
9.89
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Providing & Laying cement concrete 1:2:4 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced work in :-(a) Suspended floor roofs.Landing and shelvesand their support balconies,Girders bressumers and contilever upto floor two level with in all leads and lifts.
2.13
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Laying mild/Tor Steel reinforcement for RCC work including bending and placing in position complete upto floor two level to the entire satisfaction of the Engineer in Charge Tor Steel with in all leads and lifts.
2616.79
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Dismentalling/Relaying of Old GMS Tubes from trenches etc. (Excluding earth work ) complete in all respect as per entire satisfation of Engineer-in-Charge.(40mm Dia)
350
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Laying,Jointing and testing of below mentioned GMS Tubes screwed & socketed i/c all type of fitting such as bends (Earth work in trenches to be measured & Paid for separately ) with in all leads and lifts .
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50mm dia G.I Pipe
552
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40 mm dia G.I .Pipe
650
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32mm dia G.I. Pipe
250
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25mm dia G.I. Pipe
560
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Prov. in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1:cement 3 Sand)
227.82
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Steel work welded in built up sections, trusses and framed work i/c cutting,hoisting,fixing in position complete in grating,framed guards & ladders etc.
55.41
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Prov. & Fixing Gate Valve (Class PN 1.00) of Leader/Kartar make as per IS:780-1984 & IS: 2906-1984 Complete in all respect .
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Scour pipe 50mm
2
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Inlet,Outlet pipe & overflow pipe. 50mm
6
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Prov. & fixing CI Man Hole cover with frame having frames size of 560 mm internal dia (medium Duty).The weight of cover & Frame Should not be less than 100 Kg.
4
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Constructing chamber for sluice valve ,with CI surface box 100mm top dia, 160 mm bottom dia & 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1cement :2 Send :4 Graded stone aggregate 20mm nominal size) 100 mm thick foundation concrete 1:5:10 mix ( 1 Cement :5 Sand :10 Graded stone aggregate 40 mm nominal size ) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cement i/c curing complete.600x600x750 mm inside syze with 150mm thick walls of RCC 1:2:4 (1 Cement: 2Send :4 Garded stone aggregate 20 mm nominal size ) complete with form work & reinforcement with 6mm bars at not exceeding 150 mm centres both ways.
2
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Precast concrete block mansory in partitions wall 10 cm thick with soild block closer etc. made of cement concrete 1:3:6 (1 cement: 3 Sand :6 Garded stone aggregate 40mm nominal & Down gauged in CM 1:3 (1 cement :3 Sand)
9.8
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Prov.& placing in horizontal layers of filtering media duly graded, Screened washed &Cleaned as specified by the Engineer-in-Charge:-
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Top layer : Fine sand (Eff. Size 0.20 mm to 0.40 mm & uniformity Coefficient 2.00 to 3.00)
8.82
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2nd layer : Coarse sand 3mm to 6mm
2.94
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Third layer : Bazri 6mm to 20mm
0.98
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fourth layer: Bazri 6mm to 20mm
0.98
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Bottom layer: Broken stone 50mm
1.47
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Providing and Laying cement concrete 1:5:10 (1 cement: 5 sand:10 stone aggregate 20mm nominal size with 15 % Plum and curing complete excluding the cost of Formwork in R/walls/Breast walls the size of plum shall be 15mm to 300mm as per HPPWD Specification with in all leads and lifts as per Direction of Engineer in charge.).
41.25
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1.80 mtr. high fencing with 2.50 mtr. angle iron posts of size 50x50x5 mm (min.) 2.50 mtr. centre to centre with a horizontal 1.80 mtr. high fencing with 2.50 mtr. M.S. angle iron post of size 50x50x5 mm (Min.) 2.50 mtr. centre to centre with 9No horizontal lines and two diagonals of galvanised steel barbed wire (I.S:278-1962 Type1) weighing 9.38 Kg. per 100 mtr. (minimum) strained and fixed to posts with 61 stples including with painting of M.S. angle iron complete. .
36
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Providing and fixing angle iron gate including locking arrangement (the weight of gate 40 Kg) double leaf complete in all respect. (Size 1.80x1.20 mtrs.) with in all leads and lifts as per direction of Engineer- in - Charge at site.
2
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