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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H5₹15.1 LAccepted-AOC | ₹15.1 L | H5 | Accepted-AOC Accept |
| 2 | H1₹23.3 LRejected-Finance | ₹23.3 L | H1 | Rejected-Finance Reject |
| 3 | H2₹20.1 LRejected-Finance | ₹20.1 L | H2 | Rejected-Finance Reject |
| 4 | H3₹18.1 LRejected-AOC | ₹18.1 L | H3 | Rejected-AOC Reject |
| 5 | H4₹17.2 LRejected-Finance VILLAGE JALEL P O SHOGHI TEHSIL DISTT SHIMLA HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹17.2 L | H4 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Kuldeep Kumar Thakur H1 | kirpa ram govt. contractor H2 | Varun Rohal H4 | NEERO DEVI H5 | HUKAM CHAND H3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Laying and Jointing PVC Pipe. Heading | ||||||||
| 1.10 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work blasting work hard blasting an d chiselling etc. stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge. | 24 | Cum | 390 ₹9,360 | 680 ₹16,320 | 400.05 ₹9,601.20 | 380 ₹9,120 | 400 ₹9,600 |
| 2.00Dressing of beds/side slopes preparation of sub grade for lining. | ||||||||
| 2.10 | in Bed | 495 | Cum | 450 ₹2.2 L | 105 ₹51,975 | 250 ₹1.2 L | 30 ₹14,850 | 75 ₹37,125 |
| 2.20 | in side | 1,062 | Cum | 450 ₹4.8 L | 140 ₹1.5 L | 350 ₹3.7 L | 35 ₹37,170 | 90 ₹95,580 |
| 3.00Cement concrete lining in 15 cm thick or less for irrigation channel using CC 1:3:6 mix aggregate 20 mm size curring complete. | ||||||||
| 3.10 | Hand mixed lining in bed. | 37.13 | Cum | 9,000 ₹3.3 L | 10,500 ₹3.9 L | 9,000 ₹3.3 L | 8,800 ₹3.3 L | 10,500 ₹3.9 L |
| 3.20 | Hand mixed lining in side slope. | 39.83 | Cum | 9,000 ₹3.6 L | 10,500 ₹4.2 L | 9,000 ₹3.6 L | 8,850 ₹3.5 L | 10,500 ₹4.2 L |
| 4.00Extra allowances for form work in C.Conc. Lining. | ||||||||
| 4.10 | in bed | 37.13 | Cum | 400 ₹14,852 | 310 ₹11,510.30 | 200 ₹7,426 | 45 ₹1,670.85 | 195 ₹7,240.35 |
Tender Value
Refer Docs
EMD Value
₹49,500
Closing Date
21 Oct 2025, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
/o CC channel and retaining wall and L/J of HDPF GI/ pipes
2025_HPIPH_117135_1
SNN-SML-003-740-Tdr-25-5318-28 dt.01.10.25
Open Tender
Civil Works - Water Works
180 days
Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EESuni
₹49,500
18 Dec 2025
7 Oct 2025
21 Oct 2025
7 Oct 2025
21 Oct 2025
7 Oct 2025
7 Oct 2025 - 21 Oct 2025
Amount
Laying and Jointing PVC Pipe. Heading
Excavation in foundation and trenches in all type of soil such as pickwork jumper work blasting work hard blasting an d chiselling etc. stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge.
Dressing of beds/side slopes preparation of sub grade for lining.
in Bed
in side
Cement concrete lining in 15 cm thick or less for irrigation channel using CC 1:3:6 mix aggregate 20 mm size curring complete.
Hand mixed lining in bed.
Hand mixed lining in side slope.
Extra allowances for form work in C.Conc. Lining.
in bed
in side slope
Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominalsize) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall the size of plum shall usualy be 150mm to 300 mm.
Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters
vertical surface such as Walls any thickness partitions and the like including attached pilasters, buttresses, plinth and string courses and the like.
Demolition below G.L. up to 1.5 mtrs. Depth and disposal of unserviciable materials within all leads and lifts.
Un reinforced cement concrete up to 15 cm thick.
Pro. L/J of HDPE pipe 200 mm PE-80 NP-6
Pr. L/J of HDPE pipe 90 mm PE-80 NP-6
kirpa ram govt. contractor (BID ID -572343)
HUKAM CHAND (BID ID -572858)
Varun Rohal (BID ID -572586)
NEERO DEVI (BID ID -572252)
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