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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹2.5 L
EMD Value
₹5,036
Closing Date
16 Nov 2026, 5:00 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EE Jal Shakti Division Thural
EE Jal Shakti Division Thural
RRD to WSS Sullah Nanoun in Tehsil Palampur Distt. Kangra (HP)
2026_HPIPH_147267_1
EE/JSVD/THL/2026-27-8816-55 Dt. 04.11.2026
Open Tender
Miscellaneous Services
Item Wise
30 days
EE Jal Shakti Division Thural
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹5,036
4 Nov 2026
4 Nov 2026
17 Nov 2026
4 Nov 2026
16 Nov 2026
4 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removal of silt, sand/ wet malwa from filter bed units & sedimentation tank by manual means upto a depth of 3.00 mtrs and up to a distance of 20 mtrs disposing of unserviceable materials, stacking serviceable material and neatly dressing the suface complete in all respect as per the direction and to the entire satisfaction of Engineer in charge with in all leads and lifts. | 272.53 | Cum | - | - |
| 2 | Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited)saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposting of all surplus excavated earth as directed within all leads and lifts including uprooting of trees dressing of beds, and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original condition including soring, strutting, timbering and dewatering where ever houses, fixing caution boards, crossing over trenches and to the entire satisfaction of the Engineer-in-charge. | 18.9 | Cum. | - | - |
| 3Laying, Jointing & testing with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of GI Pipe of following dia meters confirming to IS 1239-1990 (Part -II) having wall thickness as specified below and capable of with standing required test pressure , including manufacturing and febrication of reducer/ tapers, all short pieces, etc as per site requrement made from parent tubes. The laying of pipe shall also include flanged joint duly welded in three layers (two inner one outer), where ever required as per the directions of the Engineer in Charge. (earth work in trenches and the cost of providing flanges i/c nut & bolt gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, claening and hydraulic testing complete in all respect to the entire satisfaction of the engineer in charge. The weliding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and specials (if diamaged during laying joining operation of pipe) made form the parent tube, shall be provided anicorrosive treatment by applying tow coats of anitcorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rate also includes entire carriage of mateial, flushing , Cleaning & Hydraulic testing, DP test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in Charge with in all leads and lifts. Note;- Nagtive tolerance should not be more than +/- 3%. | |||||
| 3.1 | 125 mm dia | 30 | Rmt | - | - |
| 3.2 | 150 mm dia | 65 | Rmt | - | - |
| 4Providing MS flages (in pair) for the joints of MSERW /GI pipe mentioned as below and same shall confirm to BIS 6392-1971 (Latest with up to date amendments) including the cost of nuts and bolts of required sizes,3 mm thick compressed asbestos fiber /synthetic rubber gaskets confirming to relevant BIS standards and it shall also include carriage of materials complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge with in all leads and lifts | |||||
| 4.1 | 125 mm dia | 2 | Nos | - | - |
| 4.2 | 150 mm dia | 2 | Nos | - | - |
| 5Providing and fixing of cast iron sluice valve (with hand wheel) confirming to BIS 780-1984 latest with upto date amendment class PN-1.00 of 10.20 kg/ cm2 Kartar/ Bir make of dia I/C brass spindle as per IS 2906 class -II Complee (the cost of the flanges is to be measured and paid for separately) of following dia complete in all respect as per direction of Engineer in charge with in all leads and lifts. | |||||
| 5.1 | 125 mm dia | 1 | No | - | - |
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