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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | L1 | Accepted-Finance Accepted | |
| 2 | L2₹20.8 L+₹1.0 L (5.08%)Rejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹24.8 L+₹5.1 L (25.6%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹30.2 L+₹10.5 L (52.9%)Rejected-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | L4 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | KIRAN L3 | KUSHAL SINGH RAGHAV L4 | LEKH RAJ L2 | VINOD KUMAR L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition above ground level upto floor two level including disposal of unserviceable materials with in a lead of 20 mtrs and including cutting the necessary reinforcement concrete and separating out CC work complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 58.41 | Cum | 1,100 ₹64,251 | 1,195 ₹69,799.95 | 800 ₹46,728 Lowest | 1,000 ₹58,410 |
| 2.00 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work, saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths, side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 70.25 | Cum | 309 ₹21,707.25 | 375 ₹26,343.75 | 320 ₹22,480 | 280 ₹19,670 Lowest |
| 3.00 | Removal of silt/ debries in all kind of soils (including saturated soil but excluding boulders and rocky portion requiring blasting) upto a distance of 1 Km disposing of unserviceable materials, stacking servicable material and neatly dressing the surface in all kind of classification of soil such as pick work, jumper work, saturated soil etc. and should be disposed off to a suitable place carriage of silt/sludge complete job as per direction & best satisfaction of the Engineer-in-Charge. | 465.97 | Cum | 300 ₹1,39,791 Lowest | 595 ₹2,77,252.15 | 320 ₹1,49,110.4 | 300 ₹1,39,791 Lowest |
| 4.00 | Dressing of bed prepration for Cement concrete lining complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 231 | Sqm | 62 ₹14,322 | 105 ₹24,255 | 50 ₹11,550 Lowest | 70 ₹16,170 |
| 5.00 | Dressing of side slopes prepration for Cement concrete lining complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 778.8 | Sqm | 103 ₹80,216.4 | 195 ₹1,51,866 | 50 ₹38,940 Lowest | 90 ₹70,092 |
| 6.00Cement concrete lining 15 cm thick or less for irrigation channel using cement concrete 1:3:6 (1 cement : 3 sand :6 graded stone aggregate 20 mm nominal size) for irrigation channel complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | |||||||
| 6.01 | Hand mixed concrete lining in bed. | 17.33 | Cum | 7,385 ₹1,27,982.05 | 7,695 ₹1,33,354.35 | 6,000 ₹1,03,980 | 5,500 ₹95,315 Lowest |
| 6.02 | Hand mixed concrete lining in side slopes. | 58.41 | Cum | 7,600 ₹4,43,916 | 7,795 ₹4,55,305.95 | 6,200 ₹3,62,142 | 4,800 ₹2,80,368 Lowest |
| 7.00 | Extra allowances for form work in CC lining complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 75.74 | Cum | 350 ₹26,509 | 555 ₹42,035.7 | 100 ₹7,574 Lowest | 300 ₹22,722 |
| 8.00 | Rendering and plastering in lining work with cement mortor 1:3 (1 cement : 3 sand) for irrigation channel complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 1,009.8 | Sqm | 91 ₹91,891.8 | 75 ₹75,735 | 50 ₹50,490 Lowest | 60 ₹60,588 |
Tender Value
₹30.2 L
EMD Value
₹52,850
Closing Date
19 Dec 2025, 5:00 pmClosed
Executive Engineer
JSD Baggi
CO Cement concrete lining, removal of silt and debries and CO Retaining wall at various RDs
2025_HPIPH_123141_1
22252-22301 dated 10.12.2025
Open Tender
Civil Works
Item Rate
90 days
Baggi
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
₹52,850
31 Dec 2025
10 Dec 2025
20 Dec 2025
11 Dec 2025
19 Dec 2025
11 Dec 2025
11 Dec 2025 - 19 Dec 2025
Amount
Demolition above ground level upto floor two level including disposal of unserviceable materials with in a lead of 20 mtrs and including cutting the necessary reinforcement concrete and separating out CC work complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work, saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths, side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge.
Removal of silt/ debries in all kind of soils (including saturated soil but excluding boulders and rocky portion requiring blasting) upto a distance of 1 Km disposing of unserviceable materials, stacking servicable material and neatly dressing the surface in all kind of classification of soil such as pick work, jumper work, saturated soil etc. and should be disposed off to a suitable place carriage of silt/sludge complete job as per direction & best satisfaction of the Engineer-in-Charge.
Dressing of bed prepration for Cement concrete lining complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Dressing of side slopes prepration for Cement concrete lining complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Cement concrete lining 15 cm thick or less for irrigation channel using cement concrete 1:3:6 (1 cement : 3 sand :6 graded stone aggregate 20 mm nominal size) for irrigation channel complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Hand mixed concrete lining in bed.
Hand mixed concrete lining in side slopes.
Extra allowances for form work in CC lining complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Rendering and plastering in lining work with cement mortor 1:3 (1 cement : 3 sand) for irrigation channel complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-
Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement: 5 coarse sand): 10 graded stone aggregate 40 mm nominal Nominal size complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Stone/ Boulders filling behind retaining walls complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.
Providing weep hole in brick masonary stone masonary plain/ reinforcement cement concrete, abutment wing wall, retaining wall with 90mm dia PVC pipe expending through with the slope of 1:2 forwarded to face complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
LEKH RAJ (BID ID -597000)
KIRAN (BID ID -599164)
KUSHAL SINGH RAGHAV (BID ID -599230)
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