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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹15.9 LAdmitted-Finance | ₹15.9 L | H1 | Admitted-Finance |
| 2 | H2₹15.8 LAdmitted-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹15.8 L | H2 | Admitted-Finance |
| 3 | H3₹15.4 LAdmitted-Finance VILLAGE PANJSEI P O HOLI TEHSIL BHARMOUR DISTRICT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207 | ₹15.4 L | H3 | Admitted-Finance |
| 4 | Rejected-Technical CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | - | - | Rejected-Technical reject |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | Rakesh Kumar H2 | GIRISH SHARMA H1 | SURINDER THAKUR H3 |
|---|---|---|---|---|---|---|
| 2.00Descriptioin | ||||||
| 3.00 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work. | 28.08 | Cu.m | 868 ₹24,373.44 | 868 ₹24,373.44 | 500 ₹14,040 Lowest |
| 4.00 | Removal of slips in all kind of soil (including saturates soil but excluding boulders and rocky portion requiring blasting up to a distance of 20 metres disposing of un-serviciable materials, stacking serviciable neatly dressing the surface materials and neatly dressing the surface. | 12 | Cum | 397 ₹4,764 Lowest | 397 ₹4,764 Lowest | 697 ₹8,364 |
| 5.00 | Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominalsize) with 15% plum and curing complete excluding cost of form in retaining wall / breast wall ,the size of plums shall be 150mm to 300 mm as per HP.PWD specifications. | 79.2 | Cum | 8,000 ₹6,33,600 | 8,000 ₹6,33,600 | 7,500 ₹5,94,000 Lowest |
| 6.00Providing from work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish I/c centring shuttering , strutting and proping etc. with wooden battens 7 ballies ht. of proping etc. with wooode batterns & ballies, ht. of propping & centring below supporting floor to ceilling not exceeding 4mtrs & removal of the same for insitureinforced concrete work in | ||||||
| 7.00 | Flat surfaces such as sofits and suspended floors,roofs,landing and the like. | 1.44 | Sqm | 713 ₹1,026.72 | 713 ₹1,026.72 | 712 ₹1,025.28 Lowest |
| 8.00 | Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like . | 185.12 | Sqm | 503 ₹93,115.36 | 503 ₹93,115.36 | 502 ₹92,930.24 Lowest |
| 9.00 | Providing & Fixing of Weep Hole 100 mm Dia PVC Pipe. | 25 | Rmtr | 200 ₹5,000 Lowest | 200 ₹5,000 Lowest | 200 ₹5,000 Lowest |
| 10.00 | Providing Bolder/Stone filling behind R/Wall | 16.2 | Cu.m | 3,254 ₹52,714.8 | 3,255 ₹52,731 | 3,253 ₹52,698.6 Lowest |
| 11.00 | Providing and fixing cast steel Double flanged automated/self actuated Reflux valve ASA 600 for Rising main including all leads and lifts and as per entire satisfaction of Engineer-in-charge. 50 mm dia. | 2 | No. | 47,426 ₹94,852 | 48,000 ₹96,000 | 47,425 ₹94,850 Lowest |
Tender Value
₹15.4 L
EMD Value
₹31,000
Closing Date
20 Apr 2026, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
C/o Protection wall , Repair of pump house P/F of sluice valve NRV
2026_HPIPH_134179_1
SNN-SML-003-740-Tdr-25 84-90dt 09.4.26
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EESuni
₹31,000
8 Jun 2026
14 Apr 2026
20 Apr 2026
14 Apr 2026
20 Apr 2026
14 Apr 2026
14 Apr 2026 - 20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Descriptioin | - | - | - | - |
| 3 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work. | - | Cu.m | - | - |
| 4 | Removal of slips in all kind of soil (including saturates soil but excluding boulders and rocky portion requiring blasting up to a distance of 20 metres disposing of un-serviciable materials, stacking serviciable neatly dressing the surface materials and neatly dressing the surface. | - | Cum | - | - |
| 5 | Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominalsize) with 15% plum and curing complete excluding cost of form in retaining wall / breast wall ,the size of plums shall be 150mm to 300 mm as per HP.PWD specifications. | - | Cum | - | - |
| 6 | Providing from work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish I/c centring shuttering , strutting and proping etc. with wooden battens 7 ballies ht. of proping etc. with wooode batterns & ballies, ht. of propping & centring below supporting floor to ceilling not exceeding 4mtrs & removal of the same for insitureinforced concrete work in | - | - | - | - |
| 7 | Flat surfaces such as sofits and suspended floors,roofs,landing and the like. | - | Sqm | - | - |
| 8 | Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like . | - | Sqm | - | - |
| 9 | Providing & Fixing of Weep Hole 100 mm Dia PVC Pipe. | - | Rmtr | - | - |
| 10 | Providing Bolder/Stone filling behind R/Wall | - | Cu.m | - | - |
| 11 | Providing and fixing cast steel Double flanged automated/self actuated Reflux valve ASA 600 for Rising main including all leads and lifts and as per entire satisfaction of Engineer-in-charge. 50 mm dia. | - | No. | - | - |
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