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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H5₹88.4 LAccepted-AOC V P O KOTLA KALAN TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | ₹88.4 L Quoted ₹95.0 L | H5 | Accepted-AOC Lowest One |
| 2 | H1₹1.1 CrRejected-AOC VILLAGE DOHAL PO PATTI TEHSIL PALAMPUR DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.1 Cr | H1 | Rejected-AOC Not lowest One |
| 3 | H2₹1.1 CrRejected-AOC LAXMI BAZAER TEHSIL JOGINDERNAGAR DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | ₹1.1 Cr | H2 | Rejected-AOC Not lowest One |
| 4 | H3₹1.1 CrRejected-AOC VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹1.1 Cr | H3 | Rejected-AOC Not lowest One |
| 5 | H4₹96.8 LRejected-AOC HIMACHAL PRADESH | ₹96.8 L | H4 | Rejected-AOC Not lowest One |
| Sl No | Description | Qty | Unit | GANTANTAR THAKUR H1 | M/ Shiv Shakti Traders H2 | Kartike Guleria H4 | Balwant Kumar H5 | KUSHAL SINGH RAGHAV H3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in all kinds of soil such as pick work, blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prchibited in all leads and lif-ts including trimming and dewatering where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge in all leads and lilfts. | 1,944 | Per cum | 315 ₹6.1 L | 310 ₹6.0 L | 395 ₹7.7 L | 250 ₹4.9 L | 375 ₹7.3 L |
| 2.00Providing laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. | ||||||||
| 2.01 | 15 mm dia (Light Class) | 8,000 | Per Rmt | 155 ₹12.4 L | 160 ₹12.8 L | 145 ₹11.6 L | 140 ₹11.2 L | 135 ₹10.8 L |
| 2.02 | 20 mm dia(light Class) | 5,000 | Per Rmt | 210 ₹10.5 L | 196 ₹9.8 L | 185 ₹9.3 L | 180 ₹9 L | 185 ₹9.3 L |
| 2.03 | 25 mm dia(light Class) | 5,000 | Per Rmt | 305 ₹15.3 L | 255 ₹12.8 L | 225 ₹11.3 L | 230 ₹11.5 L | 255 ₹12.8 L |
| 2.04 | 32 mm dia(light Class) | 4,000 | Per Rmt | 340 ₹13.6 L | 312 ₹12.5 L | 301 ₹12.0 L | 290 ₹11.6 L | 315 ₹12.6 L |
| 2.05 | 40 mm dia (light Class) | 5,000 | Per Rmt | 460 ₹23 L | 435 ₹21.8 L | 368 ₹18.4 L | 365 ₹18.3 L | 405 ₹20.3 L |
| 2.06 | 50 mm dia (light Class) | 1,200 | Per Rmt | 580 ₹7.0 L | 582 ₹7.0 L | 540 ₹6.5 L | 556.89 ₹6.7 L | 505 ₹6.1 L |
| 2.07 | 65 mm dia (light Class) | 900 | Per Rmt | 650 ₹5.8 L | 705 ₹6.3 L | 620 ₹5.6 L | 600 ₹5.4 L | 675 ₹6.1 L |
| 3.00Providing laying, jointing and testing in trenches (to level or grade) of 100mm dia pipes Medium class remaining welded of below diametre conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. to entire satisfaction of the Engineer-in-Charge. | ||||||||
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
25 Mar 2026, 5:00 pmClosed
Executive Engineer JS Division Sarkaghat
Executive Engineer JS Division Sarkaghat
Providing Laying jointing and testing of G I Pipe various dia Under PDNA
2026_HPIPH_131682_1
10309-58 dt. 16.03.2026
Open Tender
Pipe Laying Works
90 days
Sarkaghat
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
Executive Engineer JS Division Sarkaghat
₹1.8 L
24 Apr 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
Excavation in foundation trenches etc. in all kinds of soil such as pick work, blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prchibited in all leads and lif-ts including trimming and dewatering where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge in all leads and lilfts.
Providing laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.
15 mm dia (Light Class)
20 mm dia(light Class)
25 mm dia(light Class)
32 mm dia(light Class)
40 mm dia (light Class)
50 mm dia (light Class)
65 mm dia (light Class)
Providing laying, jointing and testing in trenches (to level or grade) of 100mm dia pipes Medium class remaining welded of below diametre conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. to entire satisfaction of the Engineer-in-Charge.
100 mm dia (Medium Class )
Providing Circumferencial Butt Welded joints by electrical arc welding to various mm dia MSERW/G.I Pipes conforming to IS 1978 - 82 of grade Yst - 210, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
100 mm dia (Medium Class )
Providing and supplying of Gun matel wheel valve of reputed make (as par IS: 778-1984) of following dia complete in all leads & lifts.
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
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