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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Finance | ₹7.3 L | L1 | Admitted-Finance |
| 2 | L2₹9.3 L+₹2.0 L (28.1%)Admitted-Finance | ₹9.3 L+₹2.0 L (28.1%) | L2 | Admitted-Finance |
| 3 | L3₹9.6 L+₹2.4 L (32.3%)Admitted-Finance HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | ₹9.6 L+₹2.4 L (32.3%) | L3 | Admitted-Finance |
| 4 | L4₹10.1 L+₹2.8 L (38.1%)Admitted-Finance | ₹10.1 L+₹2.8 L (38.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Chitar Singh L1 | Dine Ram L3 | Dhale Ram L2 | Gumat Ram L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 189.38 | Cum | 350 ₹66,283 Lowest | 620 ₹1,17,415.6 | 600 ₹1,13,628 | 650 ₹1,23,097 |
| 2.00 | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 1.39 | Cum | 10,000 ₹13,900 Lowest | 13,500 ₹18,765 | 12,500 ₹17,375 | 13,200 ₹18,348 |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in : | |||||||
| 3.01 | Flat surfaces such as soffits of suspended floors , roofs, landings & the like . Floors etc. up to 200 mm in thickness complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 11.64 | Sqm | 450 ₹5,238 Lowest | 620 ₹7,216.8 | 600 ₹6,984 | 650 ₹7,566 |
| 3.02 | Vertical surfaces such as wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 61.8 | Sqm | 490 ₹30,282 Lowest | 620 ₹38,316 | 600 ₹37,080 | 650 ₹40,170 |
| 4.00 | Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- I) Foundation and plinth. | 2.88 | Cum | 12,500 ₹36,000 Lowest | 16,500 ₹47,520 | 16,000 ₹46,080 | 17,500 ₹50,400 |
| 4.01 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 4.63 | Cum | 12,700 ₹58,801 Lowest | 17,600 ₹81,488 | 17,500 ₹81,025 | 18,000 ₹83,340 |
| 4.02 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 1.14 | Cum | 12,700 ₹14,478 Lowest | 17,600 ₹20,064 | 17,500 ₹19,950 | 18,000 ₹20,520 |
| 5.00 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 779 | Kg. | 99 ₹77,121 Lowest | 105 ₹81,795 | 102 ₹79,458 | 100 ₹77,900 |
| 6.00 | Providing and Fixing of MS Fabricated Protection Panel 750 mm x 750 mm made with MS Angle 40 x 40 x 4 mm for frame, MS Angle 30 x 30 x 3 mm for cover, MS Flat 25 x 5 mm for fixing of sliding door bolt and MS Sheet 3.15 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle, MS Flat & MS Sheet, embedding in RCC Slab by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x 16 mm, MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint (Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. | 1 | Each | 25,000 ₹25,000 | 7,600 ₹7,600 | 7,500 ₹7,500 Lowest | 8,000 ₹8,000 |
Tender Value
₹8.2 L
EMD Value
₹16,450
Closing Date
10 Aug 2026, 11:00 amClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH- Providing, Laying jointing and testing of G.I pipes of various dia and C/O storage tank 20000 lters capcity) Under PDNA Code 18889)
2026_HPIPH_140247_7
EE Larji NIT NO- 5128-5227 dated 30/07/2026
Open Tender
Civil Works
Item Rate
60 days
Banjar
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹16,450
8 Sept 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 189.38 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 1.39 | Cum | - | - |
| 3Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in : | |||||
| 3.01 | Flat surfaces such as soffits of suspended floors , roofs, landings & the like . Floors etc. up to 200 mm in thickness complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 11.64 | Sqm | - | - |
| 3.02 | Vertical surfaces such as wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 61.8 | Sqm | - | - |
| 4 | Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- I) Foundation and plinth. | 2.88 | Cum | - | - |
| 4.01 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 4.63 | Cum | - | - |
| 4.02 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 1.14 | Cum | - | - |
| 5 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 779 | Kg. | - | - |
| 6 | Providing and Fixing of MS Fabricated Protection Panel 750 mm x 750 mm made with MS Angle 40 x 40 x 4 mm for frame, MS Angle 30 x 30 x 3 mm for cover, MS Flat 25 x 5 mm for fixing of sliding door bolt and MS Sheet 3.15 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle, MS Flat & MS Sheet, embedding in RCC Slab by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x 16 mm, MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint (Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. | 1 | Each | - | - |
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