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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-Finance | ₹11.0 L | L1 | Accepted-Finance lowest bidder |
| 2 | L2₹11.4 LRejected-Finance R O VILLAGE CHEWLA P O ROURI TEH DISTT SHIMLA 11 | SHIMLA | HIMACHAL PRADESH | 171001 | ₹11.4 L | L2 | Rejected-Finance other than lowest bidder |
| 3 | L3₹12.8 LRejected-Finance | ₹12.8 L | L3 | Rejected-Finance other than lowest bidder |
| Sl No | Description | Qty | Unit | LAL SINGH L3 | Tehal Dass L1 | Khem Raj L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work lift upto 1.50 metre stacking the excavated soil not more than 3 metre clear from the edge of the excavation and then returing the stacked soil in 15 cm layer, when required in to plinth sides of foundations e tc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed in all leads and lifts of 20 metres complete in all respect.and to the entire satisfaction of the Engineer-in-Charge. | 434.53 | Cum | 395 ₹1.7 L | 365 ₹1.6 L | 430 ₹1.9 L |
| 2.00 | Dismentalling of MSERW pipe 100mm dia, in trenches (earth work to be paid for separately)complete in all respect i/c all leads and lifts as per direction and satisfaction of Engineer-in-charge. | 465 | Rmt. | 150 ₹69,750 | 68 ₹31,620 | 76 ₹35,340 |
| 3.00 | Cutting of MSERW pipe 100mm dia. with gernerator welding set including Carriage at site of work complete in all respect. | 6,300.34 | Cm | 2.8 ₹17,640.95 | 2.5 ₹15,750.85 | 4.1 ₹25,831.39 |
| 4.00Relaying, jointing ,(by way of circumfrancial welded joint by welding) and testing of MSERW pipe following dia. The laying of pipe will include all operation such as cutting, welding jointing, febrication of bend, Tees etc. inlcluding lowering and laying in exavated trenches to insure required level including flushing, cleaning and hydraulic testing complete in all restect to the entire satisfaction of Engineer-in-charge. | ||||||
| 4.01 | MSERW pipe 100mm dia. wall thickness=5.20mm from RD 345 to 585=240 Rmt. | 240 | Rmt. | 225 ₹54,000 | 165 ₹39,600 | 225 ₹54,000 |
| 4.02 | MSERW pipe 100mm dia. wall thickness=4mm from RD 585 to 695=110Rmt. | 110 | Rmt. | 220 ₹24,200 | 160 ₹17,600 | 210 ₹23,100 |
| 5.00Providing,Laying, jointing and testing in trenches to be leveled to grade BIS marked API pipe flanged pipe of following diameter confirming to BIS 3183-2007(letest up to date amendments) having minimum wall thickness as specified bellow of steel grade A APIL 5L factor galvanised jointed with flanges confirming to table as specified bellow to BIS:6392-1971(letest up to date amendments) the welding at both ends according to relevent BIS Standard & Detail Specofications and provide nuts and bolts of required size3mm thick compressed asbestosfiber gasket or syntheatic rubber gasket confirming to relevent BISCode including all shorts pieces.bends,tee, other specials etc. made from parents tube ands and welded with flanges of tables as applicable for the particular reach and of approved specifications as per site condition i/ flushing, cleasing,painting & Hauraulic testing complete to best satisfaction ofengineer in charge. | ||||||
| 5.01 | API Grade A(IS:3183)100mm dia. Wall thickness-5.20mm Flange table-34 from RD 45 to 245=200Rmt. | 200 | Rmt. | 3,200 ₹6.4 L | 3,000 ₹6 L | 2,890 ₹5.8 L |
| 6.00Providing, laying, welding and testing of API pipes in trenches of following dia and wall thickness as per IS:3183, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/ approved specifications including manufacturing reducers/ tapers, all short pieces and bends as per site required and made from parent tubes ( to be measured and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 11/1/4 degree deflection is enused by a single cut and internal dia is not reduced including hydraulic testing to the enitre satisfaction of Engineer-in-charge. The damaged portion of galvanization due to welding shall be provided with anticorosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specifications C-203-1978 ( earth work in treanches to be measured and paid for seperately) | ||||||
| 6.01 | API Grade A(IS:3183)100mm dia. Wall thickness-5.20mm (Butt Welding)RD 245 to 345=100Rmt. | 100 | Rmt. | 3,050 ₹3.0 L | 2,400 ₹2.4 L | 2,390 ₹2.4 L |
Tender Value
₹13.5 L
EMD Value
₹26,950
Closing Date
22 Dec 2025, 11:00 amClosed
Executive Engineer Jal Shakti Division Thunag
O/O Executive Engineer Jal Shakti Division Thunag
Dismentalling, relaying, jointing testing of MSERW pipe 100 mm dia Rising dia, Rising main at different Providing, laying, jointing and testing of API pipe 100 mm dia Rising main at Different RD
2025_HPIPH_123423_1
7706-30 DT 12/12/2025
Open Tender
Civil Works - Water Works
90 days
Baggachonagi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
₹26,950
Yes
16 Jun 2026
12 Dec 2025
22 Dec 2025
12 Dec 2025
22 Dec 2025
12 Dec 2025
Excavation in foundation and trenches etc. in earth work lift upto 1.50 metre stacking the excavated soil not more than 3 metre clear from the edge of the excavation and then returing the stacked soil in 15 cm layer, when required in to plinth sides of foundations e tc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed in all leads and lifts of 20 metres complete in all respect.and to the entire satisfaction of the Engineer-in-Charge.
Dismentalling of MSERW pipe 100mm dia, in trenches (earth work to be paid for separately)complete in all respect i/c all leads and lifts as per direction and satisfaction of Engineer-in-charge.
Cutting of MSERW pipe 100mm dia. with gernerator welding set including Carriage at site of work complete in all respect.
MSERW pipe 100mm dia. wall thickness=5.20mm from RD 345 to 585=240 Rmt.
MSERW pipe 100mm dia. wall thickness=4mm from RD 585 to 695=110Rmt.
Providing,Laying, jointing and testing in trenches to be leveled to grade BIS marked API pipe flanged pipe of following diameter confirming to BIS 3183-2007(letest up to date amendments) having minimum wall thickness as specified bellow of steel grade A APIL 5L factor galvanised jointed with flanges confirming to table as specified bellow to BIS:6392-1971(letest up to date amendments) the welding at both ends according to relevent BIS Standard & Detail Specofications and provide nuts and bolts of required size3mm thick compressed asbestosfiber gasket or syntheatic rubber gasket confirming to relevent BISCode including all shorts pieces.bends,tee, other specials etc. made from parents tube ands and welded with flanges of tables as applicable for the particular reach and of approved specifications as per site condition i/ flushing, cleasing,painting & Hauraulic testing complete to best satisfaction ofengineer in charge.
API Grade A(IS:3183)100mm dia. Wall thickness-5.20mm Flange table-34 from RD 45 to 245=200Rmt.
API Grade A(IS:3183)100mm dia. Wall thickness-5.20mm (Butt Welding)RD 245 to 345=100Rmt.
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