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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.9 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹41.7 L+₹1.8 L (4.43%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹42.8 L+₹2.9 L (7.26%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Fulll Fill the eligibility criteria | |
| 5 | Rejected-Technical VPO HARDASPURA TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | - | Rejected-Technical Not full fill the eligibility criteria |
| Sl No | Description | Qty | Unit | Gourav Ratra L3 | Nisha Thakur L2 | Anu Devi L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavated in earth work and disposal of all excavated earth such as pick work jumper work, blasting work in hard/soft rocks i/c dewatering in saturated soil up to all leads and lift disposed earth to be levelled and neatly dresses with in all leads and lift as Per directed by the Engineer-in-Charge. | 12.5 | Cum | 630 ₹7,875 | 609 ₹7,612.5 | 580 ₹7,250 Lowest |
| 2.00 | 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. | 14 | Cum | 680 ₹9,520 | 650 ₹9,100 | 600 ₹8,400 Lowest |
| 3.00 | Wire crate of GI Wire filled with boulder with square cut faces against the wire ( Wire crate to be measured and paid for separately) with in all leads and lift to the entire satisfaction of Engineer in charge. | 117.19 | Cum | 10,950 ₹12,83,230.5 | 10,670 ₹12,50,417.3 | 10,000 ₹11,71,900 Lowest |
| 4.00 | Providing/laying wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately) G.I wire 5mm thick corresponding to SWG-6 15cmx15cm mesh with in all leads and lifts as per direction of the Engineer-in-Charge. | 468.76 | Sqm | 580 ₹2,71,880.8 | 565 ₹2,64,849.4 Lowest | 650 ₹3,04,694 |
| 5.00 | Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) 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. | 2.5 | Cum | 20,100 ₹50,250 | 19,600 ₹49,000 | 18,700 ₹46,750 Lowest |
| 6.00 | 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. | 1.36 | Cum | 20,950 ₹28,492 | 20,400 ₹27,744 | 19,000 ₹25,840 Lowest |
| 7.00Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | ||||||
| 7.10 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 10.8 | Cum | 23,300 ₹2,51,640 | 22,750 ₹2,45,700 | 21,000 ₹2,26,800 Lowest |
| 7.20 | 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. | 17.48 | Cum | 23,500 ₹4,10,780 | 22,865 ₹3,99,680.2 | 21,000 ₹3,67,080 Lowest |
| 8.00Providing 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 :- | ||||||
Tender Value
Refer Docs
EMD Value
₹70,089
Closing Date
11 Feb 2026, 5:00 pmClosed
xecutive Engineer Jal Shakti Division Chamba
xecutive Engineer Jal Shakti Division Chamba
Providing and fixing wire crate to protect the source Gharosan Nalla, C/o 2 Nos steel Bridge at Nallah for crossing pipe line, C/o 25 Nos Anchor block, Providing and fixing cast carbon steel valve 200mm, Gun metal valve and air released valve
2026_HPIPH_127244_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
₹1,500
xecutive Engineer Jal Shakti Division Chamba
₹70,089
27 Feb 2026
2 Feb 2026
12 Feb 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
Excavated in earth work and disposal of all excavated earth such as pick work jumper work, blasting work in hard/soft rocks i/c dewatering in saturated soil up to all leads and lift disposed earth to be levelled and neatly dresses with in all leads and lift as Per directed by the Engineer-in-Charge.
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.
Wire crate of GI Wire filled with boulder with square cut faces against the wire ( Wire crate to be measured and paid for separately) with in all leads and lift to the entire satisfaction of Engineer in charge.
Providing/laying wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately) G.I wire 5mm thick corresponding to SWG-6 15cmx15cm mesh with in all leads and lifts as per direction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) 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.
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.
Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.
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.
Providing 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 :-
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.
Providing and Placing of mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.
Steel work welded in built-up section,trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guard bar, ladders, railing, brackets and similars work with in all leads and lifts as per the direction of Engineer-in Charge.
Providing and Fixing Cast Carbon Steel Gate valve 200mm class-600 nominal bore make leader with in all leads and lifts as per the direction of Engineer in Charge
200mm dia Nominal bore
Providing and Fixing of Gun metal gate valve leader make with in all leads and lifts as per the direction of Engineer in Charge
20mm dia Nominal bore
25mm dia Nominal bore
32mm dia Nominal bore
40mm dia Nominal bore
50mm dia Nominal bore
65mm dia Nominal bore
Providing and Fixing of Air Release valve leader make with in all leads and lifts as per the direction of Engineer in Charge
50mm dia Nominal bore
65mm dia Nominal bore
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