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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 CrAccepted-AOC | ₹11.5 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹12.6 Cr+₹1.1 Cr (9.97%)Rejected-AOC | ₹12.6 Cr+₹1.1 Cr (9.97%) | L2 | Rejected-AOC Reject |
| 3 | L3₹14.0 Cr+₹2.6 Cr (22.4%)Rejected-AOC | ₹14.0 Cr+₹2.6 Cr (22.4%) | L3 | Rejected-AOC Reject |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical VILLAGE SUKA REUR P O REUR SUB TEHSIL REWALSAR DISTT MANDI H P 175023 | REWALSAR | MANDI | HIMACHAL PRADESH | 175023 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SS RANA CONSTRUCTION PRIVATE LIMITED L2 | National India Construction Co. L3 | Dogra Construction Company Pvt Ltd L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations and trenches in earth work all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited) and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when required into plinths, sides of foundation and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in lead of 20 metres complete and to the entire satisfaction of the Engineer-in-charge. | 5,743.64 | Cubic Metre | 450 ₹25,84,638 Lowest | 800 ₹45,94,912 | 651 ₹37,39,109.64 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) complete within all leads and lifts as per the direction of Engineer-in-charge. | 530.18 | Cubic Metre | 8,500 ₹45,06,530 | 8,984 ₹47,63,137.12 | 6,500 ₹34,46,170 Lowest |
| 3.00 | Providing & laying reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: in 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) complete within all leads and lifts as per the direction of Engineer-in-charge. | 3,072.18 | Cubic Metre | 9,500 ₹2,91,85,710 | 10,925 ₹3,35,63,566.5 | 8,900 ₹2,73,42,402 Lowest |
| 4.00 | Providing mild steel/tor Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above plinth level complete in all respect including carriage of materials in all leads and lifts. @ 120 Kg/Cum complete within all leads and lifts as per the direction of Engineer-in-charge. | 3,686.59 | Quintal | 9,500 ₹3,50,22,605 Lowest | 10,223 ₹3,76,88,009.57 | 9,800 ₹3,61,28,582 |
| 5.00 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of from work in retaining walls/Breast walls, the size of plums shall usually be 150mm. To 300mm. as per H.P.P.W.D. Specification) complete within all leads and lifts as per the direction of Engineer-in-charge. | 4,643.34 | Cubic Metre | 8,200 ₹3,80,75,388 | 8,650 ₹4,01,64,891 | 5,865 ₹2,72,33,189.1 Lowest |
| 6.00 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies, height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in Walls (any thickness),Vertical including attached pilasters, butteresses, plinth and string courses. complete within all leads and lifts as per the direction of Engineer-in-charge. | 8,601.4 | Square metre | 445 ₹38,27,623 | 463 ₹39,82,448.2 | 351 ₹30,19,091.4 Lowest |
| 7.00 | Providing & Laying Stones/boulders filling behind the r/walls, also under floor & upstream of i/gallary/under floor etc.in all lifts & leads complete in all respect complete in all respect including carriage of materials complete within all leads and lifts as per the direction of Engineer-in-charge. | 931.74 | Cubic Metre | 2,500 ₹23,29,350 | 3,178 ₹29,61,069.72 | 1,265 ₹11,78,651.1 Lowest |
| 8.00 | Providing & Laying Wire crates of G.I. wire filles with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).complete in all respect including carriage of materials complete within all leads and lifts as per the direction of Engineer-in-charge. | 1,094.65 | Cubic Metre | 2,500 ₹27,36,625 | 2,929 ₹32,06,229.85 | 2,200 ₹24,08,230 Lowest |
| 9.00 | Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-8)of 15x15cm mesh in apron and sloping pitching including carriage of materials complete within all leads and lifts as per the direction of Engineer-in-charge. | 5,365.62 | Square metre | 360 ₹19,31,623.2 | 440 ₹23,60,872.8 | 351 ₹18,83,332.62 Lowest |
| 10.00 | Providing & Fixing Design, Fabrication and suply at site first stage embedded parts including shop painting etc., complete, as per technical specifications and/or as directed by the engineer, Design Fabrication and supply at site second stage embedded parts of gate including shop painting etc. complete, as per technical specification and /or as directed by the Engineer, Design fabrication and supply at site fixed wheel vertical lift gates of size 1000mm (width) x 1200 mm (height) with all accessories such as thrust pads, seals,guides, skin plates, stiffeners,horizontal and end vertical girders, lifting arrangements etc. including shop painting, as per IS 4622 and technical specification and /or as directed by the engineer, Design Fabrication including paint shop and supply at the site Hoistbridge and deck over gate opening in the intake including hand railing, approach ladder/stairways etc., complete as per technical specifications and/or as directed by the engineer, Design Fabrication and supply including shop painting of Dogging Beam arrangement with its embedded parts complete as per Technical specification complete within all leads and lifts as per the direction of Engineer-in-charge. | 16,100 | KG | 150 ₹24,15,000 Lowest | 164 ₹26,40,400 | 251 ₹40,41,100 |
Tender Value
₹13.5 Cr
EMD Value
₹14.3 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Executive Engineer
Jal Shakti Division Pragpur
C/o 7 No. Rain water harvesting structure and Silt retention structure at various locations
2026_HPIPH_131008_1
10626-10725
Open Tender
Civil Works - Water Works
Item Rate
730 days
Executive Engineer, Jal Shakti Division Pragpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Executive Engineer,Jal Shakti Division
₹14.3 L
Dharamshala
7 Jul 2026
10 Mar 2026
25 Mar 2026
10 Mar 2026
25 Mar 2026
10 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations and trenches in earth work all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited) and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when required into plinths, sides of foundation and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in lead of 20 metres complete and to the entire satisfaction of the Engineer-in-charge. | 5,743.64 | Cubic Metre | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) complete within all leads and lifts as per the direction of Engineer-in-charge. | 530.18 | Cubic Metre | - | - |
| 3 | Providing & laying reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: in 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) complete within all leads and lifts as per the direction of Engineer-in-charge. | 1 | Cubic Metre | - | - |
| 4 | Providing mild steel/tor Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above plinth level complete in all respect including carriage of materials in all leads and lifts. @ 120 Kg/Cum complete within all leads and lifts as per the direction of Engineer-in-charge. | 3,686.59 | Quintal | - | - |
| 5 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of from work in retaining walls/Breast walls, the size of plums shall usually be 150mm. To 300mm. as per H.P.P.W.D. Specification) complete within all leads and lifts as per the direction of Engineer-in-charge. | - | Cubic Metre | - | - |
| 6 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies, height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in Walls (any thickness),Vertical including attached pilasters, butteresses, plinth and string courses. complete within all leads and lifts as per the direction of Engineer-in-charge. | 8,601.4 | Square metre | - | - |
| 7 | Providing & Laying Stones/boulders filling behind the r/walls, also under floor & upstream of i/gallary/under floor etc.in all lifts & leads complete in all respect complete in all respect including carriage of materials complete within all leads and lifts as per the direction of Engineer-in-charge. | 931.74 | Cubic Metre | - | - |
| 8 | Providing & Laying Wire crates of G.I. wire filles with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).complete in all respect including carriage of materials complete within all leads and lifts as per the direction of Engineer-in-charge. | - | Cubic Metre | - | - |
| 9 | Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-8)of 15x15cm mesh in apron and sloping pitching including carriage of materials complete within all leads and lifts as per the direction of Engineer-in-charge. | 5,365.62 | Square metre | - | - |
| 10 | Providing & Fixing Design, Fabrication and suply at site first stage embedded parts including shop painting etc., complete, as per technical specifications and/or as directed by the engineer, Design Fabrication and supply at site second stage embedded parts of gate including shop painting etc. complete, as per technical specification and /or as directed by the Engineer, Design fabrication and supply at site fixed wheel vertical lift gates of size 1000mm (width) x 1200 mm (height) with all accessories such as thrust pads, seals,guides, skin plates, stiffeners,horizontal and end vertical girders, lifting arrangements etc. including shop painting, as per IS 4622 and technical specification and /or as directed by the engineer, Design Fabrication including paint shop and supply at the site Hoistbridge and deck over gate opening in the intake including hand railing, approach ladder/stairways etc., complete as per technical specifications and/or as directed by the engineer, Design Fabrication and supply including shop painting of Dogging Beam arrangement with its embedded parts complete as per Technical specification complete within all leads and lifts as per the direction of Engineer-in-charge. | 16,100 | KG | - | - |
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