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Cad Work To Lift Irrigation Scheme Nagrota Bagwan In Tehsil Nagrota Bagwan And District Kangra (H.P.). (Sub Head:- Laying, Jointing, Testing And Commissioning Of Hdpe Pipes Of 160 Mm Dia From Node No. 1 To Node No. 2, Node No. -2 To Node No. 3, C/O Chambe, Nagrpta Bagwan-Himachal Pradesh

Irrigation And Public Health Department has published Cad Work To Lift Irrigation Scheme Nagrota Bagwan In Tehsil Nagrota Bagwan And District Kangra (H.P.). (Sub Head:- Laying, Jointing, Testing And Commissioning Of Hdpe Pipes Of 160 Mm Dia From Node No. 1 To Node No. 2, Node No. -2 To Node No. 3, C/O Chambe. Submission Date for this Tender is 11-02-2020. Lift Irrigation Tenders in Nagrpta Bagwan Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

23416210
Cad Work To Lift Irrigation Scheme Nagrota Bagwan In Tehsil Nagrota Bagwan And District Kangra (H.P.). (Sub Head:- Laying, Jointing, Testing And Commissioning Of Hdpe Pipes Of 160 Mm Dia From Node No. 1 To Node No. 2, Node No. -2 To Node No. 3, C/O Chambe
Open Tender
Indian
Himachal Pradesh
Nagrpta Bagwan
11-02-2020

Tender Details

CAD work to Lift Irrigation Scheme Nagrota Bagwan in Tehsil Nagrota Bagwan and District Kangra (H.P.). (Sub Head:- Laying, Jointing, Testing and commissioning of HDPE pipes of 160 mm dia from Node No. 1 to Node No. 2, Node No. -2 to Node No. 3, C/O Chamber = 2 Nos. and C/O RCC Lining Kuhl = 500 Rmt.).

Key Value

Document Fees
INR 400 /-
EMD
INR 27940.0 /-
Tender Value
INR 13.96 Lakhs /-

BOQ Items

CAD work to Lift Irrigation Scheme Nagrota Bagwan in Tehsil Nagrota Bagwan and District Kangra (H.P.). (Sub Head:- Laying, Jointing, Testing and commissioning of HDPE pipes of 160 mm dia from Node No. 1 to Node No. 2, Node No. -2 to Node No. 3, C/O Chamber = 2 Nos. and C/O RCC Lining Kuhl = 500 Rmt.).
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 299.72 cum
2 2 Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) curring complete excluding cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfation of Engineer- in- charge with in all leads and lifts. 33.04 cum
3 3.1 Providing and Laying cement concrete 1:1½:3 (1 Cement:1½ Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-Foundation, footings, bases of columns etc and mass concrete complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge. 0.58 cum
4 3.2 In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 1.25 cum
5 4 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 , and propping etc. height of propping and centring below supporting floor to ceiling upto all height and removal of the same for in-situ-reinforced concrete and plain concrete work in:- Vertical surfaces such as walls, any thickness partitions buttresses plinth and string courses and the like complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 834.32 Sqm
6 5 Providing and Laying Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 2497.2 Kgs
7 6 Providing & fixing M.S. manhole cover with frame having size 600X600mm with MS angle frame size 40X40X6mm, MS Sheet having size 3.15 mm thick including locking arrangment with MS Flat of 40 mm X 6 mm thick one hinged on one side and other side locking arrangement as per the direction of Engineer-in-Charge within all leads and lifts. 2 No
8 7 Laying, Jointing, Testing and commissioning of HDPE (High Densit polyethylene pipes) of following diameter and class conforming to IS 4984-1985 with fusion welding process including all necessary fitting & bend in all leads and lift to entire satisfaction of Engineer-in- Charge(earth work in trenches to be measured and paid separately) HDPE pipe from main tank to delivery tank (for sering respective villges DTs). 160 mm dia HDPE PN-4, PE-80 500 Rmt
9 8 Providing and supplying 50 mm Hydrant including G.I. Riser Pipe 50 mm gun metal Control Valve, 50 mm pump pump connecting Nipple, Plain concrete grouting for G.I. Tee, connecting Rise Pipe with sub main including complete set of fitting etc. complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 2 No
10 9 Providing & Supplying of PVC Control Valve double flanged of of reputed make as per IS-780-1984, Class PN-1 of following dia complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 160 mm dia 1511.3 2 No
11 10 Providing and fixing of Air release valve 50 mm dia with M.S. saddle & G.I. Riser complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 2 No
12 11 Providing and supplying of 63 mm coupled HDPE potable sprinkler pipes to withstand pressure of 3.2 Kg/Cm. Square complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within leads and lifts .6 meters Long. 2 Nos
13 12 Providing 63 mm duly coupled bend complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 2 Nos
14 13 Providing Tee 63 mm X 63 mm X 63 mm complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 2 Nos
15 14 Providing end cap 63 mm complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 2 Nos
16 15 Dressing of bed and preparation of sub grade for lining in pick work complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge. 323.2 sqm
17 16 Dressing of side slope and preparation of sub grade for lining in pick work complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge. 525.2 sqm
18 17 Providing and Laying cement concrete 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- (1) Foundations, footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 24.24 cum
19 17.01 In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect as per direction and to the entire satisfation of Engineer- in- charge within all leads and lifts. 36.36 cum
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