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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | ₹5.7 L | L1 | Accepted-AOC quoted rate |
| 2 | L2₹6.4 LRejected-Finance | ₹6.4 L | L2 | Rejected-Finance hair bidders |
| 3 | L3₹6.5 LRejected-Finance R O VERMA NIWAS LOWER CEMETERY SANJAULI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹6.5 L | L3 | Rejected-Finance hair bidders |
| 4 | L4₹6.7 LRejected-Finance | ₹6.7 L | L4 | Rejected-Finance hair bidders |
| 5 | L5₹7.2 LRejected-Finance VERMA COTTAGE BELOW B C S NEW SHIMLA H P | ₹7.2 L | L5 | Rejected-Finance hair bidders |
| Sl No | Description | Qty | Unit | ashok kumar verma L8 | SUNEEL CHAUHAN L7 | BRIJ MOHAN SUMAN L4 | VINOD VERMA L5 | MANOHAR LAL VERMA L3 | rajinder verma L9 | Ramesh Chand Hetta L2 | kirpa ram L6 | MADHU SHARMA L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respect as per direction and entire satisfaction of Engineer in charge. | 19.52 | Cum | 350 ₹6,833.05 | 10 ₹195.23 | 380 ₹7,418.74 | 400 ₹7,809.20 | 600 ₹11,713.80 | 550 ₹10,737.65 | 100 ₹1,952.30 | 150 ₹2,928.45 | 190 ₹3,709.37 |
| 2.00 | Providing and laying cement concrete 1:5:10 (1cement: 5sand:10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work in retaining wall/ breast wall, the size of plums shall usually be 150mm to 300mm as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge. | 100.61 | Cum | 7,450 ₹7.5 L | 7,200 ₹7.2 L | 5,800 ₹5.8 L | 6,200 ₹6.2 L | 6,100 ₹6.1 L | 7,850 ₹7.9 L | 5,700 ₹5.7 L | 7,000 ₹7.0 L | 4,800 ₹4.8 L |
| 3.00Providing 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, strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | ||||||||||||
| 3.01 | Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters,buttresses, plinth and string courses and the like. | 141.21 | Sqmt. | 350 ₹49,421.75 | 10 ₹1,412.05 | 290 ₹40,949.45 | 400 ₹56,482 | 140 ₹19,768.70 | 350 ₹49,421.75 | 120 ₹16,944.60 | 290 ₹40,949.45 | 390 ₹55,069.95 |
| 4.00 | Stone filling behind Retaining Walls complete in all respect as per the direction of the Engineer-in-charge. | 14.88 | Cum | 2,000 ₹29,760 | 2,500 ₹37,200 | 2,000 ₹29,760 | 2,000 ₹29,760 | 100 ₹1,488 | 2,000 ₹29,760 | 2,900 ₹43,152 | 1,500 ₹22,320 | 1,600 ₹23,808 |
| 5.00Providing & Fixing of PVC pipe for weep holes complete in all respect as per the direction of the Engineer-in-charge. | ||||||||||||
| 5.01 | PVC pipe100mm dia. | 46.5 | Rmt. | 80 ₹3,720 | 200 ₹9,300 | 180 ₹8,370 | 150 ₹6,975 | 50 ₹2,325 | 100 ₹4,650 | 100 ₹4,650 | 40 ₹1,860 | 200 ₹9,300 |
Tender Value
₹9.3 L
EMD Value
₹18,650
Closing Date
20 Mar 2026, 11:00 amClosed
AGM Bulk WSD SJPNL Us Club Shimla 171001
AGM Bulk WSD SJPNL Us Club Shimla 171001
A R M O LWSS Giri SH Protection work for Twin Rising main of 450mm dia at RDs 3790 near village Dhamandri
2026_SJPNL_131229_2
2038-2046 dated 10/03/2026
Open Tender
Pipe Laying Works
90 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹18,650
6 May 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
11 Mar 2026 - 20 Mar 2026
Providing and laying cement concrete 1:5:10 (1cement: 5sand:10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work in retaining wall/ breast wall, the size of plums shall usually be 150mm to 300mm as per HPPWD specifications within all leads and as per the 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, strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
Stone filling behind Retaining Walls complete in all respect as per the direction of the Engineer-in-charge.
Providing & Fixing of PVC pipe for weep holes complete in all respect as per the direction of the Engineer-in-charge.
PVC pipe100mm dia.
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