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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹6.5 LAccepted-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | 1st | Accepted-Finance lowest | |
| 2 | 2nd₹7.0 L+₹44,507.54 (6.81%)Rejected-Finance VPO SAPNI TEHSIL SANGLA DISTT KINNAUR HP | SHIMLA | HIMACHAL PRADESH | 172101 | 2nd | Rejected-Finance not lowest | |
| 3 | 3rd₹7.0 L+₹46,865.94 (7.17%)Rejected-Finance | 3rd | Rejected-Finance not lowest |
| Sl No | Description | Qty | Unit | MANOJ KUMAR L1 | Chhering Gyalsen Negi L3 | Tek Chand Negi L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with a lead of 20 mtrs. P/J Work | 12.6 | cum | 644.11 ₹8,115.79 Lowest | 730 ₹9,198 | 700 ₹8,820 |
| 2.00 | Providing and laying cement concrete 1:6:12 (1 cement:6 sand :12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth: | 3.78 | cum | 9,203.81 ₹34,790.4 Lowest | 9,600 ₹36,288 | 9,300 ₹35,154 |
| 3.00 | Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement: 6 sand) in breast walls and retaining walls. Including all lead lifts and carriage of material at site and as per the direction of Engineer in Charge. | 46.44 | cum | 8,979.3 ₹4,16,998.69 Lowest | 9,600 ₹4,45,824 | 9,700 ₹4,50,468 |
| 4.00 | P/L Topping in 1:3:6 | 0.63 | sqm | 11,132 ₹7,013.16 Lowest | 11,500 ₹7,245 | 11,300 ₹7,119 |
| 5.00 | Stone filling behind retaining wall. | 7.56 | cum | 2,855 ₹21,583.8 Lowest | 3,000 ₹22,680 | 2,900 ₹21,924 |
| 6.00Cement concrete lining 15cm thick or less for irrigation Channels, Using Cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) | ||||||
| 6.01 | Hand mixed concrete lining in Bed | 3.41 | cum | 11,464.15 ₹39,092.75 Lowest | 11,800 ₹40,238 | 11,700 ₹39,897 |
| 6.02 | Hand mixed concrete lining in Sides | 6.44 | cum | 11,837.05 ₹76,230.6 Lowest | 12,500 ₹80,500 | 12,000 ₹77,280 |
| 7.00 | Extra allowance for form work in lining on side slopes complete.. | 6.44 | cum | 493.46 ₹3,177.88 Lowest | 540 ₹3,477.6 | 530 ₹3,413.2 |
| 8.00 | Removal of slips in all kinds of soil i/c saturated soil but excluding boulders and rocky portion requiring blasting up to a distance of 20mtr disposig unserviceable material stacking serviceable materials and neatly dressing the surface. | 98.3 | cum | 474.36 ₹46,629.59 Lowest | 560 ₹55,048 | 550 ₹54,065 |
Tender Value
₹5.9 L
EMD Value
₹11,884
Closing Date
23 Sept 2025, 5:00 pmClosed
Executive Engineer
Division Reckong Pro
construction of cc lining at RD 496 to 520 2245 to 2260 and removal of slip at various Rds construction R wall in RR masonary at RD 2250 to 2254, construction of retaining wall in RR masonary at RD 502 to 512
2025_HPIPH_114610_1
KNR-JSD-Peo-EA-I-Tender
Open Tender
Civil Works
Item Rate
180 days
Gp sapni
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
₹11,884
Yes
27 Nov 2025
12 Sept 2025
24 Sept 2025
13 Sept 2025
23 Sept 2025
13 Sept 2025
Amount
Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with a lead of 20 mtrs. P/J Work
Providing and laying cement concrete 1:6:12 (1 cement:6 sand :12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth:
Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement: 6 sand) in breast walls and retaining walls. Including all lead lifts and carriage of material at site and as per the direction of Engineer in Charge.
P/L Topping in 1:3:6
Stone filling behind retaining wall.
Cement concrete lining 15cm thick or less for irrigation Channels, Using Cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size)
Hand mixed concrete lining in Bed
Hand mixed concrete lining in Sides
Extra allowance for form work in lining on side slopes complete..
Removal of slips in all kinds of soil i/c saturated soil but excluding boulders and rocky portion requiring blasting up to a distance of 20mtr disposig unserviceable material stacking serviceable materials and neatly dressing the surface.
Tek Chand Negi (BID ID -559736)
Chhering Gyalsen Negi (BID ID -559684)
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