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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Finance | ₹3.5 L | L1 | Admitted-Finance |
| 2 | L2₹4.2 L+₹67,058.80 (19.1%)Admitted-Finance | ₹4.2 L+₹67,058.80 (19.1%) | L2 | Admitted-Finance |
| 3 | L3₹4.4 L+₹83,622.60 (23.8%)Admitted-Finance VILLAGE BANDLI P O KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR H P | BANDLI | SIRMOUR | HIMACHAL PRADESH | ₹4.4 L+₹83,622.60 (23.8%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE BANDLI PO KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR HP | BANDLI | SIRMOUR | HIMACHAL PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical VPO NAINIAHAN TEHSIL SHILLAI DISTT SIRMOUR HP | NAINIAHAN | SIRMOUR | HIMACHAL PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | baru ram L3 | bhajan singh L1 | UDAY SINGH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth 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 the direction of Engineer in-charge. | 6.17 | Cum | 750 ₹4,627.5 | 450 ₹2,776.5 Lowest | 730 ₹4,504.1 |
| 2.00 | Providing and laying cement concrete 1:4:8(1cement:4approved sand:8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | 6.17 | Cum | 10,500 ₹64,785 | 9,000 ₹55,530 Lowest | 10,000 ₹61,700 |
| 3.00Providing and laying cement concrete 1:1.5:3(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | ||||||
| 3.01 | Foundation and plinth including entire carriage of material upto all leads and lifts. | 1.54 | Cum | 14,500 ₹22,330 | 11,000 ₹16,940 Lowest | 14,000 ₹21,560 |
| 3.02 | Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage ofmaterial upto all leads and lifts. | 7.35 | Cum | 14,000 ₹1,02,900 | 12,000 ₹88,200 Lowest | 13,500 ₹99,225 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in 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 not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | ||||||
| 4.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc., up to 200mm in thickness. | 2.52 | Sqm | 700 ₹1,764 | 380 ₹957.6 Lowest | 680 ₹1,713.6 |
| 4.02 | Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge .including entire carriage of material upto all leads and lifts. | 83.56 | Sqm | 450 ₹37,602 | 330 ₹27,574.8 Lowest | 400 ₹33,424 |
| 5.00 | Providing and laying reinforced cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies beams, girders bressumers and cantilevers upto floor two level in all heights and depths includiing all leads lifts and carriage of material at site and as directed by the Engineer Incharge. | 0.69 | Cum | 13,500 ₹9,315 | 11,000 ₹7,590 Lowest | 13,000 ₹8,970 |
| 6.00 | Providing and fixing MS sheet manhole cover of 600 X 600mm to existing storage tank made of angle iron 40mm x 4mm base plate and manhole frame 35mm X 35mm X 4mm with MS sheet 2mm thick including cutting, welding, red lead paint and locking arrangement with lock complete including all leads, lifts and carriage of material at site and as per the direction of Engineer Incharge. | 1 | Each | 3,500 ₹3,500 | 1,920 ₹1,920 Lowest | 3,300 ₹3,300 |
Tender Value
₹3.9 L
EMD Value
₹7,900
Closing Date
29 Apr 2026, 9:00 amClosed
Executive Engineer Jal Shakti Division Shillai
Executive Engineer Jal Shakti Division Shillai
SH CO RCC slow sand filter bed in 1 unit of 6.51 sqm
2026_HPIPH_134544_1
SHL-SMR03-780-JSV DIV-SHILLAI 539-80Dt 17.04.2026
Open Tender
Civil Works
Item Wise
120 days
Shillai
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
Executive Engineer Jal Shakti Division Shillai
₹7,900
23 Jun 2026
18 Apr 2026
29 Apr 2026
18 Apr 2026
29 Apr 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth 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 the direction of Engineer in-charge. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:4:8(1cement:4approved sand:8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:1.5:3(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | - | - | - | - |
| - | Foundation and plinth including entire carriage of material upto all leads and lifts. | - | Cum | - | - |
| - | Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage ofmaterial upto all leads and lifts. | - | Cum | - | - |
| - | Providing form work with steel plates 3.15mm thick welded with angle iron in 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 not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- | - | - | - | - |
| - | Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc., up to 200mm in thickness. | - | Sqm | - | - |
| - | Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge .including entire carriage of material upto all leads and lifts. | - | Sqm | - | - |
| - | Providing and laying reinforced cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies beams, girders bressumers and cantilevers upto floor two level in all heights and depths includiing all leads lifts and carriage of material at site and as directed by the Engineer Incharge. | - | Cum | - | - |
| - | Providing and fixing MS sheet manhole cover of 600 X 600mm to existing storage tank made of angle iron 40mm x 4mm base plate and manhole frame 35mm X 35mm X 4mm with MS sheet 2mm thick including cutting, welding, red lead paint and locking arrangement with lock complete including all leads, lifts and carriage of material at site and as per the direction of Engineer Incharge. | - | Each | - | - |
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