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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹21.0 LAccepted-Finance | ₹21.0 L | 1st | Accepted-Finance lowest |
| 2 | 2nd₹21.8 LRejected-Finance | ₹21.8 L | 2nd | Rejected-Finance not lowest |
| 3 | 3rd₹24.5 LRejected-Finance | ₹24.5 L | 3rd | Rejected-Finance not lowest |
| Sl No | Description | Qty | Unit | Satyawan Negi L3 | YUDHISHTHIR BHARAT NEGI INDER L2 | M/S SHYAM SUNDER CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations,trenches etc. in earth work, lift upto 1.5mt.stacking the excavated 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 fundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20mtr. | 566.74 | cum | 716 ₹4.1 L | 500 ₹2.8 L | 350 ₹2.0 L |
| 2.00 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire. (wire crate to be measuresd and paid for separetely) | 27.34 | cum | 2,315 ₹63,292.10 | 1,900 ₹51,946 | 1,870 ₹51,125.80 |
| 2.01 | 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 separately) G.I. Wire 4mm thick to SWG-8 15cmX15cm mesh. Corresponding | 109.38 | sqm | 42.5 ₹4,648.65 | 45 ₹4,922.10 | 40 ₹4,375.20 |
| 3.00 | Providing and laying cement concrete 1.3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth. | 2.4 | cum | 12,650 ₹30,360 | 10,000 ₹24,000 | 15,600 ₹37,440 |
| 4.00 | Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 20mm nominal size) at plinth level in:CM 1:6. | 74.84 | cum | 11,968 ₹9.0 L | 9,000 ₹6.7 L | 9,370 ₹7.0 L |
| 5.00 | P/L CC Topping in1:3:6 | 0.45 | cum | 9,560 ₹4,302 | 10,000 ₹4,500 | 15,650 ₹7,042.50 |
| 6.00 | Stone Filling behind retaining wall | 11.4 | cum | 1,465 ₹16,701 | 1,600 ₹18,240 | 1,320 ₹15,048 |
| 7.00Laying ,Jointing and testing of HDPE (Hight Density Polyethyene pipes)conforming to IS 4984-2016 in proper position including hydraulic testing as per releventis code complete with in all material for jointing procedures with sockted joints including all lead and lift as directed by engineer incharge as conforming to IS-7634(Part-II).2012 amended upto date (earth work in trenches and Sockets to be measured & Paid separately) | ||||||
| 7.01 | a) 315 mm outer Diameter PE 63/PN-8 | 1,000 | rmt | 345 ₹3.5 L | 400 ₹4 L | 370 ₹3.7 L |
| 8.00Providing and fixing high density Polyethyene pipe Socket for Jointing of HDPE Pipe 315mm OD in trenches complete in all respect (earth work in trenches to be measured & Paid separately) within all leads and lifts. | ||||||
Tender Value
₹28.0 L
EMD Value
₹55,904
Closing Date
14 Apr 2026, 4:00 pmClosed
Executive Engineer
Division reckong Peo
co wire crate diversion wier at head co RRM jretaing breast wall between RD 900 to 910 P L J of HDPE of 315 OD from brogo source Rd 0 to 1000
2026_HPIPH_133555_1
KNR-JSD-Peo-EA-I-Tender
Open Tender
Civil Works
365 days
GP urni
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
₹55,904
29 Apr 2026
7 Apr 2026
16 Apr 2026
8 Apr 2026
14 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation in foundations,trenches etc. in earth work, lift upto 1.5mt.stacking the excavated 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 fundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20mtr. | ||||||
| 2 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire. (wire crate to be measuresd and paid for separetely) | 1 | cum | - | - | - |
| 2.01 | 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 separately) G.I. Wire 4mm thick to SWG-8 15cmX15cm mesh. Corresponding | 1 | sqm | - | - | - |
| 3 | Providing and laying cement concrete 1.3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth. | 1 | cum | - | - | - |
| 4Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 20mm nominal size) at plinth level in:CM 1:6. | ||||||
| 5P/L CC Topping in1:3:6 | ||||||
| 6Stone Filling behind retaining wall | ||||||
| 7Laying ,Jointing and testing of HDPE (Hight Density Polyethyene pipes)conforming to IS 4984-2016 in proper position including hydraulic testing as per releventis code complete with in all material for jointing procedures with sockted joints including all lead and lift as directed by engineer incharge as conforming to IS-7634(Part-II).2012 amended upto date (earth work in trenches and Sockets to be measured & Paid separately) | ||||||
| 7.01 | a) 315 mm outer Diameter PE 63/PN-8 | - | rmt | - | - | - |
| 8Providing and fixing high density Polyethyene pipe Socket for Jointing of HDPE Pipe 315mm OD in trenches complete in all respect (earth work in trenches to be measured & Paid separately) within all leads and lifts. | ||||||
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