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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | ₹1.4 L Quoted ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 L+₹3,925 (2.04%)Rejected-AOC VILLAGE P O AMARPUR TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹2.0 L+₹3,925 (2.04%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.0 L+₹5,188 (2.69%)Rejected-AOC HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹2.0 L+₹5,188 (2.69%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SITA RAM L1 | Manohar Lal L2 | Shyam Lal L3 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kind of soil such as pick work, jumper work, blasting, chiselling in soft/hard rock where blastiing is proibited and disposal of excavated earth upto a lead of 20 mtrs in all leads and lifts and to the enitre satisfaction of the Engineer-in-charge | 9.27 | Cum | 340 ₹3,151.8 Lowest | 350 ₹3,244.5 | 355 ₹3,290.85 |
| 2.00 | Excavation in foundation & trenches etc. in earth work including all kinds of soil such as pick work Jumper work, blasting soft and hard rock, conglomirate up to all laeds and lifts stacked the excavated soil not more than 3mtrs. clear from the edge of excavation and then returning the stacked soil in trenches consolidating each deposited layer by ramming and watering and then desposing of all surplus excavated earth as directed by the Engineer-in-Charge | 8.19 | Cum | 450 ₹3,685.5 Lowest | 470 ₹3,849.3 | 465 ₹3,808.35 |
| 3.00 | Providing laying cement concrete 1:6:12 (1Cement: 6Sand: 12Graded stone agreegate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including entire carriage of material up to all laeds and lift. | 1.37 | Cum | 8,600 ₹11,782 Lowest | 8,700 ₹11,919 | 8,655 ₹11,857.35 |
| 4.00 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to a fair finish including centering & shuttering and propping etc. with wooden battens and bllies, height of propping and centering below supporting floor to cielling not exceeding 4mtrs removal of the same for insitu RCC and PCC work in flat surfaces such as sofits, suspended floors, roofs, landing and the like floors etc. 200mm thickness including entire carriage of material up to all leads and lifts | - | - | - | - | - |
| 4.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge | 42.7 | Sqmt | 480 ₹20,496 Lowest | 500 ₹21,350 | 510 ₹21,777 |
| 5.00 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate) with 15% plum and curing complete including the cost of form work for plain / reinforced concrete in retaining walls. breast walls, the size of plum should be 150 to 300 mm as per technical specifications. | 17.85 | Cum | 8,600 ₹1,53,510 Lowest | 8,750 ₹1,56,187.5 | 8,800 ₹1,57,080 |
Tender Value
Refer Docs
EMD Value
₹3,550
Closing Date
13 Mar 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH Construction of cement concrete Breast/wall 7 mtr to protect the pump house).
2026_HPIPH_130239_1
NIT 16685-16784 Dated 02.03.2026
Open Tender
Repair and Maintenance Works
Item Rate
60 days
Jukhala
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹3,550
Yes
7 Apr 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
Cutting in earth work in all kind of soil such as pick work, jumper work, blasting, chiselling in soft/hard rock where blastiing is proibited and disposal of excavated earth upto a lead of 20 mtrs in all leads and lifts and to the enitre satisfaction of the Engineer-in-charge
Excavation in foundation & trenches etc. in earth work including all kinds of soil such as pick work Jumper work, blasting soft and hard rock, conglomirate up to all laeds and lifts stacked the excavated soil not more than 3mtrs. clear from the edge of excavation and then returning the stacked soil in trenches consolidating each deposited layer by ramming and watering and then desposing of all surplus excavated earth as directed by the Engineer-in-Charge
Providing laying cement concrete 1:6:12 (1Cement: 6Sand: 12Graded stone agreegate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including entire carriage of material up to all laeds and lift.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to a fair finish including centering & shuttering and propping etc. with wooden battens and bllies, height of propping and centering below supporting floor to cielling not exceeding 4mtrs removal of the same for insitu RCC and PCC work in flat surfaces such as sofits, suspended floors, roofs, landing and the like floors etc. 200mm thickness including entire carriage of material up to all leads and lifts
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge
Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate) with 15% plum and curing complete including the cost of form work for plain / reinforced concrete in retaining walls. breast walls, the size of plum should be 150 to 300 mm as per technical specifications.
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