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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.1 LAccepted-Finance BLOCK A 16 SET NO 11 SDA COLONY VIKAS NAGAR SHIMLA 9 H P | ₹11.1 L | 1 | Accepted-Finance Accepted |
| 2 | 2₹11.8 L+₹70,771.45 (6.38%)Rejected-Finance H NO 281 PHASE III HOUSING BOARD BADDI TEHSIL BADDI DISTRICT SOLAN HP | ₹11.8 L+₹70,771.45 (6.38%) | 2 | Rejected-Finance Rejected |
| 3 | 3₹12.1 L+₹98,012.18 (8.83%)Rejected-Finance VILL DHANDHAL P O SAMRAHAN TEH KOTLI DISTT MANDI HIMACHAL PRADESH | ₹12.1 L+₹98,012.18 (8.83%) | 3 | Rejected-Finance Rejected |
| 4 | 4₹12.3 L+₹1.2 L (10.5%)Rejected-Finance | ₹12.3 L+₹1.2 L (10.5%) | 4 | Rejected-Finance Rejected |
| 5 | 5₹13.8 L+₹2.7 L (24.3%)Rejected-Finance | ₹13.8 L+₹2.7 L (24.3%) | 5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | PUSHPA DEVI L3 | DHARAM PAL L4 | VIVEK SHARMA L1 | ABHINAV BUILDERS CONSTRUCTIONS AND INFRA DEVELOPERS L5 | ANITA KUMARI CONTRACTOR L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs. clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | ||||||||
| 1.01 | Crates | 88.13 | Cum | 201 ₹17,714.13 | 290 ₹25,557.7 | 180 ₹15,863.4 Lowest | 324.4 ₹28,589.37 | 250 ₹22,032.5 |
| 2.00 | Wire crates made of GI Wire field with boulders with square cut faces against the wire (wire create to be measuredand paid for saperately ) complete in all respect including entire carriage of material with in all leads and lifts . | 273.44 | Cum | 1,491 ₹4,07,699.04 Lowest | 1,545 ₹4,22,464.8 | 1,560 ₹4,26,566.4 | 1,972.85 ₹5,39,456.1 | 1,750 ₹4,78,520 |
| 3.00 | Wire crates made of GI Wire field with boulders (boulder filling to be measuredand paid for saperately ) GI wire 5 mm thick corresponding to SWG-6 With mesh size 15 cm x15 cm complete in all respect including entire carriage of material with in all leads and lifts . | 1,312.5 | Sqm. | 331 ₹4,34,437.5 | 326 ₹4,27,875 | 320 ₹4,20,000 | 337.77 ₹4,43,323.12 | 310 ₹4,06,875 Lowest |
| 4.00Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | ||||||||
| 4.01 | for foundation of protection wall | 7.88 | Cum | 4,971 ₹39,146.62 | 4,900 ₹38,587.5 | 3,200 ₹25,200 Lowest | 5,429 ₹42,753.38 | 4,000 ₹31,500 |
| 5.00 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc.upto 200mm in thickness including carriage of materials within all leads and lifts complete in all respect. | 93.38 | Sqm. | 221 ₹20,635.88 | 290 ₹27,078.75 | 230 ₹21,476.25 | 298.32 ₹27,855.63 | 200 ₹18,675 Lowest |
| 6.00P/L 1:5:10(1 : cement 5 : sand 10 : stone aggregate 40 mm nominal size ) and curing complete excluding cost of centering & shuttering complete in all respect including entire carriage of material with in all leads and lifts . | ||||||||
| 6.01 | for protection wall | 55.69 | Cum | 5,171 ₹2,87,960.06 | 5,100 ₹2,84,006.25 | 3,600 ₹2,00,475 Lowest | 5,339.82 ₹2,97,361.23 | 4,000 ₹2,22,750 |
Tender Value
₹15.5 L
EMD Value
₹30,996
Closing Date
23 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division, Baddi
(SH C/O wire crates 35 metre long and PCC retaining wall 9 metre long to protect the over head tank at LWSS Bagguwala in village Bagguwala).
2026_HPIPH_138813_1
NIT 8662-8761 Dated 10-07-2026
Open Tender
Civil Works
Item Rate
30 days
Baddi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹30,996
28 Jul 2026
11 Jul 2026
23 Jul 2026
11 Jul 2026
23 Jul 2026
11 Jul 2026
11 Jul 2026 - 22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs. clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | |||||
| 1.01 | Crates | 88.13 | Cum | - | - |
| 2 | Wire crates made of GI Wire field with boulders with square cut faces against the wire (wire create to be measuredand paid for saperately ) complete in all respect including entire carriage of material with in all leads and lifts . | 273.44 | Cum | - | - |
| 3 | Wire crates made of GI Wire field with boulders (boulder filling to be measuredand paid for saperately ) GI wire 5 mm thick corresponding to SWG-6 With mesh size 15 cm x15 cm complete in all respect including entire carriage of material with in all leads and lifts . | 1,312.5 | Sqm. | - | - |
| 4Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | |||||
| 4.01 | for foundation of protection wall | - | Cum | - | - |
| 5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc.upto 200mm in thickness including carriage of materials within all leads and lifts complete in all respect. | |||||
| 6P/L 1:5:10(1 : cement 5 : sand 10 : stone aggregate 40 mm nominal size ) and curing complete excluding cost of centering & shuttering complete in all respect including entire carriage of material with in all leads and lifts . | |||||
| 6.01 | for protection wall | - | Cum | - | - |
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