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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-Finance VILLAGE KHANOARA POST OFFICE TUNDI DISTT CHAMBA H P 176307 | TUNDI | CHAMBA | HIMACHAL PRADESH | 176307 | ₹2.3 L | L1 | Accepted-Finance accepted |
| 2 | L2₹2.7 L+₹37,211 (16.0%)Rejected-Finance | ₹2.7 L+₹37,211 (16.0%) | L2 | Rejected-Finance rejected |
| 3 | L3₹2.8 L+₹50,269.50 (21.7%)Rejected-Finance | ₹2.8 L+₹50,269.50 (21.7%) | L3 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | Satih Thakur L1 | Sushma Devi L2 | Chamaru Ram L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in-Charge | 26.13 | Cum | 650 ₹16,984.5 Lowest | 750 ₹19,597.5 | 800 ₹20,904 |
| 2.00 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) with 15% plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 ma to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge | 20.75 | Cum. | 8,200 ₹1,70,150 Lowest | 9,000 ₹1,86,750 | 10,000 ₹2,07,500 |
| 3.00Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as Per Cum to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, 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 work in | ||||||
| 3.10 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge | 90 | SQM | 500 ₹45,000 Lowest | 700 ₹63,000 | 600 ₹54,000 |
| 47.00TERMS AND CONDITIONS 1 The work shall be executed strictly in accordance with JSV/IRC and BIS satisfaction as per instructions of the Engineer-in-Charge 2 Nothing shall be paid to the contractor for rejected work/materials 3 The payment to the labourers will he made in the presence of Junior Engineer concerned a representative of Engineer-in-Charge 4 The work shall be executed with in stipulated period 5 Sill free sandstone aggregate of approved quarry shall be used 6 GST, Labour Cess and Security will be deducted from cach bill of the contractor as per Govt. rule 7. The following material required for execution of above work shall be supplied by the Department in Sub Divisional Store against proper indent on the rates Cement Rs. 430/- per bag | ||||||
Tender Value
₹2.3 L
EMD Value
₹4,580
Closing Date
12 Jun 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
Restoration of rain damages Flow Irrigation Scheme to Naghoga Khinoda in Tehsil Sihunta Distt Chamba HP SH CO PCC Edge wall at RD 5320 60 to 5320 250 190 Rmt
2026_HPIPH_135774_1
NIT NO 3098-3198 DATED 03-06-2026
Open Tender
Civil Works - Water Works
Item Rate
60 days
SIHUNTA CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹4,580
8 Jul 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in-Charge | 26.13 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) with 15% plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 ma to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge | 20.75 | Cum. | - | - |
| 3Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as Per Cum to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, 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 work in | |||||
| 3.1 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge | 90 | SQM | - | - |
| 47TERMS AND CONDITIONS 1 The work shall be executed strictly in accordance with JSV/IRC and BIS satisfaction as per instructions of the Engineer-in-Charge 2 Nothing shall be paid to the contractor for rejected work/materials 3 The payment to the labourers will he made in the presence of Junior Engineer concerned a representative of Engineer-in-Charge 4 The work shall be executed with in stipulated period 5 Sill free sandstone aggregate of approved quarry shall be used 6 GST, Labour Cess and Security will be deducted from cach bill of the contractor as per Govt. rule 7. The following material required for execution of above work shall be supplied by the Department in Sub Divisional Store against proper indent on the rates Cement Rs. 430/- per bag | |||||
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