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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.5 LAccepted-AOC 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹29.5 L Quoted ₹31.2 L | L1 | Accepted-AOC accept |
| 2 | L2₹31.8 LRejected-Finance GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹31.8 L | L2 | Rejected-Finance reject |
| 3 | L3₹31.9 LRejected-Finance V AMB P O TEHSIL JAWALAMUKHI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹31.9 L | L3 | Rejected-Finance reject |
| 4 | L4₹32.8 LRejected-Finance VILLAGE PO AND TEHSIL DEHRA DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹32.8 L | L4 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | KARTAR SINGH L3 | Sanjeev Kumar L1 | KULDEEP DOGRA L2 | aman sood L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc.in earth work in all kind & upto all height stacking in excavate soil not more than 3mt clear from the edge of the excavation & then returning the stacked soil in 15cm layers, when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge with in all leads & lifts. (Pick and Jump work) | 27.36 | Cum | 900 ₹24,624 | 195 ₹5,335.20 | 840 ₹22,982.40 | 810 ₹22,161.60 |
| 2.00 | Providing & laying cement concrete 1:4:8 (1 Cement: 4 Sand:8 Graded stone aggregate 40mm nominal size) complete excluding cost of form work in foundation and plinth as per the direction of the Engineer-in-Charge with in all leads & lifts. | 2.16 | Cum | 7,200 ₹15,552 | 7,095 ₹15,325.20 | 7,150 ₹15,444 | 7,100 ₹15,336 |
| 3.00 | Dismantling of Di pipe of 150mm dia including all leads and lifts complete in all respect. | 250 | Rmt | 210 ₹52,500 | 195 ₹48,750 | 110 ₹27,500 | 390 ₹97,500 |
| 4.00 | Relaying of Di pipe of 150mm dia including all leads and lifts complete in all respectas directed by the Engineer-in-Charge with in all leads & lifts. | 150 | Rmt | 315 ₹47,250 | 295 ₹44,250 | 310 ₹46,500 | 590 ₹88,500 |
| 5.00 | Providing, Laying and Jointing of Di pipe of 150mm dia including all leads and lifts as directed by the Engineer-in-Charge with in all leads & lifts. | 100 | Rmt | 4,200 ₹4.2 L | 3,995 ₹4.0 L | 4,150 ₹4.2 L | 4,190 ₹4.2 L |
| 6.00 | Brick work using comman burnt clay build brick in cemenct, mortar 1:3( 1 Cement: 3 Sand) complete in all respect as directed by the Engineer-in-Charge with in all leads & lifts. | 41.16 | Cum | 15,000 ₹6.2 L | 13,995 ₹5.8 L | 14,500 ₹6.0 L | 14,000 ₹5.8 L |
| 7.00 | Providing & laying cement concrete 1:2:4(1 Cement: 2 Sand:4 Graded stone aggregate 20mm nominal size) floating coat of neat cement complete in foundation and plinth as directed by the Engineer-in-Charge with in all leads & lifts. | 1.08 | Cum | 8,900 ₹9,612 | 8,895 ₹9,606.60 | 8,750 ₹9,450 | 9,800 ₹10,584 |
| 8.00 | 15mm thick cement plaster with cement mortor 1:3(1 cement:3 Sand) complete in all respect as directed by the Engineer-in-Charge with in all leads & lifts. | 75.6 | Cum | 300 ₹22,680 | 295 ₹22,302 | 280 ₹21,168 | 300 ₹22,680 |
| 9.00Providing 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 & propping with wooden battens, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | |||||||
| 10.00 | Flat surfaces as in slab as directed by the Engineer-in-Charge with in all leads & lifts. | 16.2 | Sqm | 610 ₹9,882 | 595 ₹9,639 | 595 ₹9,639 | 600 ₹9,720 |
Tender Value
₹31.2 L
EMD Value
₹62,386
Closing Date
6 Apr 2026, 11:00 amClosed
EE
Jal Shakti Division Jawalamukhi
Sewerage system to Jawalamukhi Town
2026_HPIPH_132661_1
JAM-KNG02-742
Open Tender
Civil Works
90 days
Jawalamukhi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
EE Jawalamukhi
₹62,386
20 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundations, trenches etc.in earth work in all kind & upto all height stacking in excavate soil not more than 3mt clear from the edge of the excavation & then returning the stacked soil in 15cm layers, when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge with in all leads & lifts. (Pick and Jump work) | |||||
| 2Providing & laying cement concrete 1:4:8 (1 Cement: 4 Sand:8 Graded stone aggregate 40mm nominal size) complete excluding cost of form work in foundation and plinth as per the direction of the Engineer-in-Charge with in all leads & lifts. | |||||
| 3Dismantling of Di pipe of 150mm dia including all leads and lifts complete in all respect. | |||||
| 4Relaying of Di pipe of 150mm dia including all leads and lifts complete in all respectas directed by the Engineer-in-Charge with in all leads & lifts. | |||||
| 5Providing, Laying and Jointing of Di pipe of 150mm dia including all leads and lifts as directed by the Engineer-in-Charge with in all leads & lifts. | |||||
| 6 | Brick work using comman burnt clay build brick in cemenct, mortar 1:3( 1 Cement: 3 Sand) complete in all respect as directed by the Engineer-in-Charge with in all leads & lifts. | 41.16 | Cum | - | - |
| 7 | Providing & laying cement concrete 1:2:4(1 Cement: 2 Sand:4 Graded stone aggregate 20mm nominal size) floating coat of neat cement complete in foundation and plinth as directed by the Engineer-in-Charge with in all leads & lifts. | 1.08 | Cum | - | - |
| 815mm thick cement plaster with cement mortor 1:3(1 cement:3 Sand) complete in all respect as directed by the Engineer-in-Charge with in all leads & lifts. | |||||
| 9Providing 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 & propping with wooden battens, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | |||||
| 10Flat surfaces as in slab as directed by the Engineer-in-Charge with in all leads & lifts. | |||||
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