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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹1.1 L Quoted ₹1.3 L | L1 | Accepted-AOC accept |
| 2 | L2₹1.3 LRejected-Finance | ₹1.3 L | L2 | Rejected-Finance reject |
| 3 | L3₹1.4 LRejected-Finance VILLAGE PO AND TEHSIL DEHRA DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.4 L | L3 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | aman sood L3 | Vivek Dogra L2 | Sanjeev Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation in foundation, trenches etc. in earth work in all kinds of soil lift upto all height, stacking the excavated soil not more then 3 mtrs. clear from the edge of excavation & then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | ||||||
| 2.00 | Pick jumper work | 135.85 | cum | 425 ₹57,736.25 | 400 ₹54,340 | 395 ₹53,660.75 |
| 3.00 | Pick work | 61.75 | cum | 250 ₹15,437.50 | 260 ₹16,055 | 245 ₹15,128.75 |
| 4.00Dismentalling of old G.M.S. tubes of following dia (earth work in trenches to be measured and paid for separately) within all leads and lifts. | ||||||
| 5.00 | 125 mm dia | 100 | Rmt | 125 ₹12,500 | 100 ₹10,000 | 95 ₹9,500 |
| 6.00Laying jointing and testing of GMS tube plain ended in renches complete in all respect ( earth work in trenches to be measured and paid for separately) at site of work complete in all rspect including manual/mechnical handling of pipes completr ein all respect excluding the cost of earth work in trenches within all leads and lifts ( Earth work in trenches , MS flanges joints to be measured and paid for separately) | ||||||
| 7.00 | 125 mm dia RD 870 to 1090 | 220 | Rmt | 125 ₹27,500 | 100 ₹22,000 | 95 ₹20,900 |
| 8.00Providing and fixing of M.S.flanges joint of suitable table as per IS:6392-1971 (latest with upto date ammendments) and welding of M.S.flanges with G.I.pipes be done in two layers on both faces to make the joint leak proof (providing and laying of G.I.pipes to be measured and paid for separately). The welding of flanges should be as per IS:816-1969 with electrodes as per IS:814-1991 with required number of nuts and bolts as per IS:1369-1967 & compressed asbestos fibre gasket sheet not less than 3mm in thickness as per IS:2712-1998. The work shall be done as per entire satisfaction of the Engineer-in-charge complete in all respect. (350mm dia T-17) | ||||||
| 9.00 | 125 mm dia RD 870 to 1090 | 2 | Pairs | 2,999 ₹5,998 | 2,600 ₹5,200 | 2,500 ₹5,000 |
| 10.00Providing circumferential butt welded joints by electrical welding to following dia GI pipe confirming to IS:1239-1990 (Part-I)/1978-1982 welded in requisite number of welding and the minimum throat thickness of welding confirming to IS:816-1969 specification by using welding rods of 2.5mm to 6.3mm of Advani Oerlikon (Adore)/EASB make confirming to IS:814-1991 at site complete in all respect including manual/mechanical leads of pipes in all leads and lifts and to entire satisfaction of the Engineer-in-charge complete in all respect. | ||||||
Tender Value
₹1.2 L
EMD Value
₹2,400
Closing Date
21 Oct 2025, 11:00 amClosed
EE
Jal Shakti Division Dehra
LWSS Shivnath Khabli laying jointing and testing
2025_HPIPH_117359_1
DHR-KNG02-728
Open Tender
Civil Works
90 days
Dehra
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
EE Dehra
₹2,400
22 Dec 2025
9 Oct 2025
21 Oct 2025
9 Oct 2025
21 Oct 2025
9 Oct 2025
Amount
Excavation in foundation, trenches etc. in earth work in all kinds of soil lift upto all height, stacking the excavated soil not more then 3 mtrs. clear from the edge of excavation & then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed within all leads and lifts.
Pick jumper work
Pick work
Dismentalling of old G.M.S. tubes of following dia (earth work in trenches to be measured and paid for separately) within all leads and lifts.
125 mm dia
Laying jointing and testing of GMS tube plain ended in renches complete in all respect ( earth work in trenches to be measured and paid for separately) at site of work complete in all rspect including manual/mechnical handling of pipes completr ein all respect excluding the cost of earth work in trenches within all leads and lifts ( Earth work in trenches , MS flanges joints to be measured and paid for separately)
125 mm dia RD 870 to 1090
Providing and fixing of M.S.flanges joint of suitable table as per IS:6392-1971 (latest with upto date ammendments) and welding of M.S.flanges with G.I.pipes be done in two layers on both faces to make the joint leak proof (providing and laying of G.I.pipes to be measured and paid for separately). The welding of flanges should be as per IS:816-1969 with electrodes as per IS:814-1991 with required number of nuts and bolts as per IS:1369-1967 & compressed asbestos fibre gasket sheet not less than 3mm in thickness as per IS:2712-1998. The work shall be done as per entire satisfaction of the Engineer-in-charge complete in all respect. (350mm dia T-17)
125 mm dia RD 870 to 1090
Providing circumferential butt welded joints by electrical welding to following dia GI pipe confirming to IS:1239-1990 (Part-I)/1978-1982 welded in requisite number of welding and the minimum throat thickness of welding confirming to IS:816-1969 specification by using welding rods of 2.5mm to 6.3mm of Advani Oerlikon (Adore)/EASB make confirming to IS:814-1991 at site complete in all respect including manual/mechanical leads of pipes in all leads and lifts and to entire satisfaction of the Engineer-in-charge complete in all respect.
125mm dia RD 870 to 1090
Vivek Dogra (BID ID -572313)
aman sood (BID ID -572905)
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