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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-Finance NA | ₹13.4 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹14.6 LRejected-Finance VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹14.6 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹15.1 LRejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹15.1 L | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Yashwant Singh L2 | Sushil Chauhan L1 | RAJESH KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.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 disposing of all surplus excavated earth as directed within all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts. | 546.75 | Cum | 600 ₹3.3 L | 520 ₹2.8 L | 625 ₹3.4 L |
| 2.00Providing Laying and jointing in Trenches GMS tube (Light/Medium) tube fitting and eirth work to be mesured and paid for separetly | ||||||
| 2.01 | 25mm (L) | 1,200 | Rmt | 320 ₹3.8 L | 290 ₹3.5 L | 330 ₹4.0 L |
| 2.02 | 32mm(L) | 1,500 | Rmt | 360 ₹5.4 L | 340 ₹5.1 L | 370 ₹5.5 L |
| 3.00 | Fabricated and manufacturing of common header of 50mm dia , 40mm dia & 32mm dia pipe including cutting of GI pipe of required length pipe will be closed at booth ends by welding MS Sheet of 5mm thick. There after 5 Nos. holes of 50mm, 40mm, 32mm, 25mm, and 20mm dia. with welding shall be carried out at required at required spacing in the GI pipe for commo so give the shape of Tee. One end shall beconnected to common header by electric welding & at other end socket will be welded which will be connected to the main line s well as with service line at all joints will be socketed GI Nipple, Union, tee of different dia will be provided as per site requirement. The bends of require degrees will also be febricated as per requirement of site. The flow will be regulated by providing and fixing gate valve of different diameter including testing of joints to the satisfaction of Engineer- in- charge. | 1 | Job | 16,000 ₹16,000 | 15,000 ₹15,000 | 16,500 ₹16,500 |
| 4.00Providing and laying 1:1.5:3(1cement,1.5 sand, 3graded stone agg 20mm N/S) and curing complete excluding cost of form work and reinforcement for fainforced concreet work in wall (any thikness)atteched pillastter,buttresses beam girders and contilevers upto the floor lavel. | ||||||
| 4.01 | foundation | 4.51 | cum | 16,500 ₹74,415 | 16,000 ₹72,160 | 16,500 ₹74,415 |
| 5.00 | 10mm cement plastring in single coat on fair side of brick/concrete wall for inernal plastring up to flower two level i/c arrises internal angle chamber not exceeding 80mm in grith and finished even and smooth in cement motor 1:3 (1cement, 3sand) with in all lead and lifts. | 282.6 | Sqmt | 400 ₹1.1 L | 390 ₹1.1 L | 440 ₹1.2 L |
Tender Value
₹12.0 L
EMD Value
₹23,992
Closing Date
5 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Rohru
SH RR Providing laying and jointing of GMS tube of various dia and Repair of S tank
2026_HPIPH_129869_1
No.JSV-RD-AB-Tnd/2025- 8244-8300 dt 27.02.2026
Open Tender
Civil Works
90 days
Sharmali
Tender Document
8 documents required · 8 mandatory
₹500
EE Rohru
₹23,992
6 Apr 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.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 disposing of all surplus excavated earth as directed within all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts.
Providing Laying and jointing in Trenches GMS tube (Light/Medium) tube fitting and eirth work to be mesured and paid for separetly
Fabricated and manufacturing of common header of 50mm dia , 40mm dia & 32mm dia pipe including cutting of GI pipe of required length pipe will be closed at booth ends by welding MS Sheet of 5mm thick. There after 5 Nos. holes of 50mm, 40mm, 32mm, 25mm, and 20mm dia. with welding shall be carried out at required at required spacing in the GI pipe for commo so give the shape of Tee. One end shall beconnected to common header by electric welding & at other end socket will be welded which will be connected to the main line s well as with service line at all joints will be socketed GI Nipple, Union, tee of different dia will be provided as per site requirement. The bends of require degrees will also be febricated as per requirement of site. The flow will be regulated by providing and fixing gate valve of different diameter including testing of joints to the satisfaction of Engineer- in- charge.
Providing and laying 1:1.5:3(1cement,1.5 sand, 3graded stone agg 20mm N/S) and curing complete excluding cost of form work and reinforcement for fainforced concreet work in wall (any thikness)atteched pillastter,buttresses beam girders and contilevers upto the floor lavel.
foundation
10mm cement plastring in single coat on fair side of brick/concrete wall for inernal plastring up to flower two level i/c arrises internal angle chamber not exceeding 80mm in grith and finished even and smooth in cement motor 1:3 (1cement, 3sand) with in all lead and lifts.
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