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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹8.2 L+₹6,354.25 (0.78%)Accepted-Finance | L2 | Accepted-Finance accepted as agreed to execute the work on overall qouted amount of L1 bidder | |
| 2 | L1₹8.1 LRejected-Finance | L1 | Rejected-Finance L1 BIDDER BUT REFUSED TO EXECUTE THE WORK AND GIVEN CONSENT TO FORFEIT HIS EMD | |
| 3 | L3₹8.8 L+₹70,680.70 (8.69%)Rejected-Finance VILLAGE PO LAHRU TEHSIL BHATTIYAT DISTT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207 | L3 | Rejected-Finance REJECTED | |
| 4 | L4₹8.9 L+₹72,485.75 (8.91%)Rejected-Finance | L4 | Rejected-Finance REJECTED | |
| 5 | L5₹9.5 L+₹1.4 L (16.6%)Rejected-Finance VILLAGE KHANOARA POST OFFICE TUNDI DISTT CHAMBA H P 176307 | TUNDI | CHAMBA | HIMACHAL PRADESH | 176307 | L5 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | Anil Kumar Mahajan L7 | A.R ENTERPRISES L8 | PRAHLAD SINGH L2 | Santosh Sharma L4 | Satih Thakur L5 | Puran Singh L3 | VIDAL SHARMA L6 | Kanishak Singh L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge. | 173.75 | Cum. | 300 ₹52,125 | 550 ₹95,562.5 | 400 ₹69,500 | 475 ₹82,531.25 | 330 ₹57,337.5 | 300 ₹52,125 | 425 ₹73,843.75 | 280 ₹48,650 Lowest |
| 2.00 | Dry random rubble masonry/ polygonal rubble masonry (un- coursed/ brought to courses) in breast wall /retaining wall with hard stones of approved quality in foundation and plinth with in all leads and lifts as per the driction of Engineer-in-Charge. | 264.6 | Cum. | 1,950 ₹5,15,970 | 2,200 ₹5,82,120 | 1,400 ₹3,70,440 | 1,500 ₹3,96,900 | 2,150 ₹5,68,890 | 1,020 ₹2,69,892 | 2,100 ₹5,55,660 | 350 ₹92,610 Lowest |
| 3.00 | Wire crate made of G.I. wire filled with boulders with square cut faces aginst the wire (wire crate to be measured and paid for separetaly) the weight of boulder should not be less than 18 kg.each within all leads and lifts as per the direction of Engineer-in -Charge. | 121.09 | Cum. | 2,250 ₹2,72,452.5 | 2,900 ₹3,51,161 | 1,700 ₹2,05,853 | 1,800 ₹2,17,962 | 1,755 ₹2,12,512.95 | 805 ₹97,477.45 | 1,850 ₹2,24,016.5 | 250 ₹30,272.5 Lowest |
| 4.00 | Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separetaly) G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre within all leads and lifts as per the direction of Engineer-in -Charge. | 581.25 | Sqm. | 355 ₹2,06,343.75 | 390 ₹2,26,687.5 | 300 ₹1,74,375 | 325 ₹1,88,906.25 | 190 ₹1,10,437.5 Lowest | 800 ₹4,65,000 | 320 ₹1,86,000 | 1,105 ₹6,42,281.25 |
Tender Value
₹12.6 L
EMD Value
₹25,253
Closing Date
9 Mar 2026, 11:30 amClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
Restoration of rain damages to various WSS under JSV Section Manhuta in tehsil Bhattiyat Distt Chamba HP SH Providing protection work to pipe civil structure and supporting pillars under PDNA
2026_HPIPH_129801_1
NIT NO 18631-18730 DATED 26-02-2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹25,253
5 Jun 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.
Dry random rubble masonry/ polygonal rubble masonry (un- coursed/ brought to courses) in breast wall /retaining wall with hard stones of approved quality in foundation and plinth with in all leads and lifts as per the driction of Engineer-in-Charge.
Wire crate made of G.I. wire filled with boulders with square cut faces aginst the wire (wire crate to be measured and paid for separetaly) the weight of boulder should not be less than 18 kg.each within all leads and lifts as per the direction of Engineer-in -Charge.
Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separetaly) G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre within all leads and lifts as per the direction of Engineer-in -Charge.
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