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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.9 LAccepted-AOC | ₹24.9 L Quoted ₹29.7 L | 1 | Accepted-AOC Smt. Nisha Thakur found to be lowest |
| 2 | 2₹30.5 L+₹76,848.90 (2.59%)Rejected-Finance | ₹30.5 L+₹76,848.90 (2.59%) | 2 | Rejected-Finance L2 |
| 3 | 3₹31.0 L+₹1.3 L (4.29%)Rejected-Finance | ₹31.0 L+₹1.3 L (4.29%) | 3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Fulfill the eligibility criteria |
| 5 | Rejected-Technical VPO HARDASPURA TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | - | - | Rejected-Technical Not Fullfil the Eligibility Criteria |
| Sl No | Description | Qty | Unit | Gourav Ratra L2 | Nisha Thakur L1 | Anu Devi L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 48.54 | Cum | 680 ₹33,007.2 | 650 ₹31,551 Lowest | 700 ₹33,978 |
| 2.00 | Providing and laying cement concrete 1:4:8 (1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 26.12 | Cum | 10,100 ₹2,63,812 | 9,845 ₹2,57,151.4 | 9,600 ₹2,50,752 Lowest |
| 3.00 | Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge. | 252.9 | Cum | 9,700 ₹24,53,130 | 9,500 ₹24,02,550 Lowest | 9,900 ₹25,03,710 |
| 4.00 | Random rubble masonary/ Polygonal rubble masonary (Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1Cement: 6 Sand: 12 Graded stone aggregate 20mm nominal size) in Cement mortor 1:6 (1Cement: 6 Sand) in breast walls and retaining walls within all leads and lifts as per direction of Engineer-in-Charge. | 4.16 | Cum | 10,800 ₹44,928 | 10,500 ₹43,680 Lowest | 11,000 ₹45,760 |
| 5.00 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 1.18 | Cum | 11,000 ₹12,980 | 10,800 ₹12,744 Lowest | 11,500 ₹13,570 |
| 6.00Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and rainforcement for reaiforce concrete work:- | ||||||
| 6.10 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 0.2 | Cum | 14,800 ₹2,960 | 14,500 ₹2,900 Lowest | 15,000 ₹3,000 |
| 6.20 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 0.56 | Cum | 12,900 ₹7,224 | 12,500 ₹7,000 Lowest | 13,500 ₹7,560 |
| 7.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights 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 :- | ||||||
| 7.10 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 305.98 | Sqmt. | 650 ₹1,98,887 | 600 ₹1,83,588 Lowest | 680 ₹2,08,066.4 |
Tender Value
Refer Docs
EMD Value
₹49,897
Closing Date
11 Feb 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Chamba
Executive Engineer Jal Shakti Division Chamba
C/o R/Wall to protect 5.00 Lakh ltr. Cap. tank, C/o intake at Gadadi source and Mai Ka Bag source, C/o Check dam at Bhatalwa Nallah and Gadadi source, C/o R/wall to protect source intake at Main ka Bag
2026_HPIPH_127238_1
JSV-CBA-10112-62 dated 02.02.2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer Jal Shakti Division Chamba
₹49,897
21 Sept 2026
2 Feb 2026
12 Feb 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 48.54 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:4:8 (1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 26.12 | Cum | - | - |
| 3 | Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge. | 252.9 | Cum | - | - |
| 4 | Random rubble masonary/ Polygonal rubble masonary (Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1Cement: 6 Sand: 12 Graded stone aggregate 20mm nominal size) in Cement mortor 1:6 (1Cement: 6 Sand) in breast walls and retaining walls within all leads and lifts as per direction of Engineer-in-Charge. | 4.16 | Cum | - | - |
| 5 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 1.18 | Cum | - | - |
| 6Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and rainforcement for reaiforce concrete work:- | |||||
| 6.1 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 0.2 | Cum | - | - |
| 6.2 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 0.56 | Cum | - | - |
| 7Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights 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 :- | |||||
| 7.1 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 305.98 | Sqmt. | - | - |
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