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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹18.1 LAccepted-Finance VILLAGE DUBOR P O TIMBI TEHSIL SHILLAI DISTRICT SIRMOUR H P | TIMBI | SIRMOUR | HIMACHAL PRADESH | 173027 | 1st | Accepted-Finance lowest | |
| 2 | 2nd₹19.0 L+₹95,245.10 (5.28%)Rejected-Finance VILLAGE PO PALKWAH TEHSIL HAROLI DISTT UNA HP | UNA | HIMACHAL PRADESH | 174301 | 2nd | Rejected-Finance not lowest | |
| 3 | 3rd₹19.5 L+₹1.5 L (8.09%)Rejected-Finance | 3rd | Rejected-Finance not lowest |
| Sl No | Description | Qty | Unit | M/S MOHAN SINGH L3 | SURENDER SINGH L1 | SUMIT KUMAR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres:- P/J Work within all leads and lifts. | 24 | cum | 1,520 ₹36,480 | 1,490 ₹35,760 Lowest | 1,500 ₹36,000 |
| 2.00Excavation 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 and lift (pick work 100%) | ||||||
| 2.01 | Edge wall P/J work | 36 | cum | 720 ₹25,920 | 600 ₹21,600 Lowest | 700 ₹25,200 |
| 2.02 | Pipe line pick work (patch wise) | 198 | cum | 520 ₹1,02,960 | 480 ₹95,040 Lowest | 500 ₹99,000 |
| 3.00 | Providing and laying cement concrete 1:3:6 (1 cment:3 sand: 6 graded stone agg. 40mm Nominal size) excluding cost of centring & shuttering in. | 0.57 | cum | 14,200 ₹8,094 | 13,900 ₹7,923 Lowest | 14,000 ₹7,980 |
| 4.00 | Providing mild steel/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entire satisfaction of the Engineer in charge.Tor steel with in all leads and lifts. | 1.13 | qtl | 122 ₹137.86 | 10,200 ₹11,526 | 120 ₹135.6 Lowest |
| 5.00Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in: | ||||||
| 5.01 | Foundation footings bases of columns and the like and mass concrete. | 0.57 | cum | 20,200 ₹11,514 | 19,000 ₹10,830 Lowest | 20,000 ₹11,400 |
| 5.02 | Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level : | 0.45 | cum | 16,100 ₹7,245 | 15,000 ₹6,750 Lowest | 16,000 ₹7,200 |
| 5.03 | Suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts. | 0.24 | cum | 20,100 ₹4,824 | 19,000 ₹4,560 | 2,000 ₹480 Lowest |
Tender Value
₹15.0 L
EMD Value
₹30,087
Closing Date
10 Sept 2025, 5:00 pmClosed
Executive Engineer
Reckong Peo Division
CO Edge wall and polycarbonate roofing over the various WTP and Refunctioning of Defunct pipe line.
2025_HPIPH_113022_1
KNR-JSD-Peo-EA-I-Tender
Open Tender
Civil Works
Item Rate
90 days
GP Nichar
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
₹30,087
Yes
15 Nov 2025
27 Aug 2025
11 Sept 2025
28 Aug 2025
10 Sept 2025
28 Aug 2025
28 Aug 2025 - 8 Sept 2025
Amount
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres:- P/J Work within all leads and lifts.
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 and lift (pick work 100%)
Edge wall P/J work
Pipe line pick work (patch wise)
Providing and laying cement concrete 1:3:6 (1 cment:3 sand: 6 graded stone agg. 40mm Nominal size) excluding cost of centring & shuttering in.
Providing mild steel/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entire satisfaction of the Engineer in charge.Tor steel with in all leads and lifts.
Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in:
Foundation footings bases of columns and the like and mass concrete.
Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level :
Suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts.
Providing and laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form workin:
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, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.
Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint.
P/F polycarbonate transperent sheet 1.20mm thick in roofing with galvanised iron J or L hooks bolts and nuts with GI limped and bitumen rubber washer complete with all accessories as required as per direction of Engineer-in- Charge.
Providing circmferential butt welded joints by electrodes arc confirming to GMS pipe, welded in requisite number of weld runs and to achieve the minimum effective through thickness of weld confirming to IS 816-1969 within all leads and l
50mm dia wss Bhabanager and wss ponda
65mm dia
80mm dia
Dismentaling of old Galvanized mild steel tube of following dia. (earth work to be measured and paid for separately) within all lead and lift,
50mm dia
65mm dia
80mm dia
Relaying, Jointing and testing in trenches,galvanised mild steel tubes (MG) og following dia (excluding tube fitting with butt welding joint as per specifified electric arc electrode complete (earth work in tranches to be measured & paid for separately) including testing of joints within all leads and lifts.
50mm dia
65mm dia
80mm dia
SUMIT KUMAR (BID ID -551866)
M/S MOHAN SINGH (BID ID -551868)
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