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Tender Value
₹15.3 L
EMD Value
₹30,658
Closing Date
16 Jun 2026, 6:00 pm
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
As per NIT
2026_HPIPH_135893_1
NIT NO 3438-3538 DATED 04-06-2026
Open Tender
Civil Works - Water Works
60 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹30,658
6 Jun 2026
6 Jun 2026
18 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/soft rocks, chiseling / wedging out of hard/soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil/materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in-Charge | 159.84 | Cum | - | - |
| 2Dismantling of damaged D.I pipes including stacking of pipes at store (earth work shall be measured and paid for separately): including entire carriage of material within all leads and lifts as per direction of Engineer-In-Charge | |||||
| 2.1 | DI pipe 150 mm dia (Class K-7) | 1,850 | Rmt | - | - |
| 2.2 | D.I pipe 200 mm dia (Class K-7) | 170 | Rmt | - | - |
| 2.3 | D.I pipe 250 mm dia (ClassK-7) | 200 | Rmt | - | - |
| 3Laying, jointing & testing in trenches to be levelled to grade, centrifugal cement mortar lined ductile iron (Spun) pressure pipe BIS 8329/2000 Class K-7 tyton push joints, bends of all degree, tree collars, tappers if required, crosses short pieces, tail pieces, plugs of required number cutting pieces chamfering wherever required (earth work in trenches and cost of joints to be measured and paid for separately with in all leads and lifts as per the direction of Engineer-in-Charge. 150 mm nominal bore as per IS 12228-1987 for code of practice for use and laying of ductile iron pipe with upto date amendments | |||||
| 3.1 | DI pipe 150 mm dia (Class K-7) | 1,850 | Rmt | - | - |
| 3.2 | D.I pipe 200 mm dia (Class K-7) | 170 | Rmt | - | - |
| 3.3 | D.I pipe 250 mm dia (ClassK-7) | 200 | Rmt | - | - |
| 47TERMS AND CONDITIONS 1 The work shall be executed strictly in accordance with JSV/IRC and BIS satisfaction as per instructions of the Engineer-in-Charge 2 Nothing shall be paid to the contractor for rejected work/materials 3 The payment to the labourers will he made in the presence of Junior Engineer concerned a representative of Engineer-in-Charge 4 The work shall be executed with in stipulated period 5 Sill free sandstone aggregate of approved quarry shall be used 6 GST, Labour Cess and Security will be deducted from cach bill of the contractor as per Govt. rule 7. The following material required for execution of above work shall be supplied by the Department in Sub Divisional Store against proper indent on the rates i) DI pipe free of cost | |||||
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