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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H7₹21.8 L−₹10.3 L (32.1%)Accepted-AOC VILL BHAGOUT P O MANJHWAR TEHSIL GHUMARWIN DISTT BILASPUR H P 174003 | BILASPUR | HIMACHAL PRADESH | 174003 | ₹21.8 L−₹10.3 L (32.1%) | H7 | Accepted-AOC H7 |
| 2 | H1₹32.1 LRejected-AOC VILAGE WARD NO 7 NALAGARH TEHSIL NALAGARH DISTT SOLAN HP | ₹32.1 L | H1 | Rejected-AOC H1 |
| 3 | H2₹30.3 L−₹1.8 L (5.61%)Rejected-AOC CONTR VILLAGE BIHALI PO LARJI TEHSIL SAINJ DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172002 | ₹30.3 L−₹1.8 L (5.61%) | H2 | Rejected-AOC H2 |
| 4 | H3₹28.1 L−₹3.9 L (12.3%)Rejected-AOC | ₹28.1 L−₹3.9 L (12.3%) | H3 | Rejected-AOC H3 |
| 5 | H4₹28.0 L−₹4.1 L (12.7%)Rejected-AOC CONTR VILLAGE NIYAHI PO KANON TEHSIL SAINJ DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172002 | ₹28.0 L−₹4.1 L (12.7%) | H4 | Rejected-AOC H4 |
| Sl No | Description | Qty | Unit | SUDERSHAN KUMAR H4 | MOHAN LAL H2 | vishal thakur govt contractor H3 | Harsh Guleria H6 | Vikal Sood H5 | KULDEEP CHAND H1 | SONU KUMAR H7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Repairing work of weir dam / diversion channel to ensure continous water supply at trout fish farm Hamni, Tehsil Banjar Distt. Kullu (H.P.) SH:- Restoration of damages due to flood to intake weir across river Tirthan) | ||||||||||
| 1.01 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto all depth, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead .including river training works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge .Any loss to the public and private property during the course of execution and disposal of unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by the contractor to full extent in all respects in all cases as per direction of the Engineer-in-charge. | 69.23 | Cubic Metre | 370 ₹25,615.1 | 410 ₹28,384.3 | 310 ₹21,461.3 | 400 ₹27,692 | 270 ₹18,692.1 | 450 ₹31,153.5 | 253 ₹17,515.19 Lowest |
| 1.02 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etcincluding river training works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge . | 131.25 | Square metre | 345 ₹45,281.25 | 370 ₹48,562.5 | 400 ₹52,500 | 200 ₹26,250 Lowest | 400 ₹52,500 | 460 ₹60,375 | 250 ₹32,812.5 |
| 1.03 | 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 : three coarse sand : six graded stone aggregate 20 mm (twenty millimetre) nominal size as per the directions of the Engineer-in-charge including river training works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals. | 60.95 | Cubic Metre | 6,200 ₹3,77,890 | 6,500 ₹3,96,175 | 7,200 ₹4,38,840 | 6,500 ₹3,96,175 | 6,500 ₹3,96,175 | 6,900 ₹4,20,555 | 4,800 ₹2,92,560 Lowest |
| 1.04 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : one point five coarse sand) : three graded stone aggregate 20 mm (twenty millimetre) nominal size including river training works, dewatering and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals. | 116.25 | Cubic Metre | 8,300 ₹9,64,875 | 8,500 ₹9,88,125 | 9,100 ₹10,57,875 | 9,000 ₹10,46,250 | 9,600 ₹11,16,000 | 9,000 ₹10,46,250 | 8,000 ₹9,30,000 Lowest |
| 1.05 | 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 1:1.5:3 (1 cement : one point five coarse sand) : three graded stone aggregate 20 mm (twenty millimetre) nominal size including river training works, dewatering and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals. | 10.13 | Cubic Metre | 8,300 ₹84,079 | 8,300 ₹84,079 | 9,000 ₹91,170 | 10,100 ₹1,02,313 | 9,600 ₹97,248 | 8,800 ₹89,144 | 6,200 ₹62,806 Lowest |
| 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars including anchoring with jeck hammber by compressor dewatering,river training works and carriage of material with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals. ( SAIL, TISCO, JINDAL) | 6,704.64 | Kilogram | 85 ₹5,69,894.4 | 90 ₹6,03,417.6 | 89 ₹5,96,712.96 | 75 ₹5,02,848 Lowest | 90 ₹6,03,417.6 | 92 ₹6,16,826.88 | 85 ₹5,69,894.4 |
| 1.07 | Structural steel work riveted, bolted or welded in built up sections, trusses graiting, ladder and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. | 627.25 | Kilogram | 99 ₹62,097.75 | 110 ₹68,997.5 | 99 ₹62,097.75 | 90 ₹56,452.5 Lowest | 125 ₹78,406.25 | 115 ₹72,133.75 | 90 ₹56,452.5 Lowest |
| 1.08 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within all leads & lifts as per direction of Engineer - in charge including carriage of material within all leads and lifts and other incidentals. | 4.05 | Cubic Metre | 450 ₹1,822.5 Lowest | 600 ₹2,430 | 1,685 ₹6,824.25 | 7,000 ₹28,350 | 5,000 ₹20,250 | 650 ₹2,632.5 | 1,500 ₹6,075 |
| 1.09 | Temporary diversion of Khad / Construction of Coffer Dam for temporary diversion of Khad flows including carriage of required material upto site of work with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals. | 1 | Job | 3,50,000 ₹3,50,000 | 4,70,000 ₹4,70,000 | 2,00,000 ₹2,00,000 | 1,00,000 ₹1,00,000 | 60,000 ₹60,000 Lowest | 5,10,000 ₹5,10,000 | 2,00,000 ₹2,00,000 |
Tender Value
₹31.2 L
EMD Value
₹54,300
Closing Date
16 Jan 2026, 10:30 amClosed
Chief Executive Officer HPAFMS
Directorate of Fisheries HP Matsya Bhawan Bilaspur
Repairing work of weir dam/diversion channel to ensure continuous water supply at Trout Fish Farm Hamni, Tehsil Banjar District Kullu (H.P.) SH Restoration of damages due to flood to intake weir across river Tirthan).
2026_HAFMS_124874_1
2025_HPAFMS_1951_1
Open Tender
Civil Works
Item Rate
90 days
Hamni, Distt. Kullu HP
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
Chief Executive Officer HPAFMS
₹54,300
10 Feb 2026
1 Jan 2026
16 Jan 2026
1 Jan 2026
16 Jan 2026
1 Jan 2026
Amount
Repairing work of weir dam / diversion channel to ensure continous water supply at trout fish farm Hamni, Tehsil Banjar Distt. Kullu (H.P.) SH:- Restoration of damages due to flood to intake weir across river Tirthan)
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto all depth, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead .including river training works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge .Any loss to the public and private property during the course of execution and disposal of unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by the contractor to full extent in all respects in all cases as per direction of the Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etcincluding river training works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge .
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 : three coarse sand : six graded stone aggregate 20 mm (twenty millimetre) nominal size as per the directions of the Engineer-in-charge including river training works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals.
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : one point five coarse sand) : three graded stone aggregate 20 mm (twenty millimetre) nominal size including river training works, dewatering and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals.
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 1:1.5:3 (1 cement : one point five coarse sand) : three graded stone aggregate 20 mm (twenty millimetre) nominal size including river training works, dewatering and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars including anchoring with jeck hammber by compressor dewatering,river training works and carriage of material with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals. ( SAIL, TISCO, JINDAL)
Structural steel work riveted, bolted or welded in built up sections, trusses graiting, ladder and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within all leads & lifts as per direction of Engineer - in charge including carriage of material within all leads and lifts and other incidentals.
Temporary diversion of Khad / Construction of Coffer Dam for temporary diversion of Khad flows including carriage of required material upto site of work with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals.
Providing and laying of boulder apron laid in wire crates with 4 mm four millimetre dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (one hundred into one hundred millimetre) (woven diagonally) including 10 (ten) pecent extra for laps and joints laid with stone boulders weighing not less than 40 (forty ) kg each as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
MOHAN LAL (BID ID -609264)
vishal thakur govt contractor (BID ID -606854)
SUDERSHAN KUMAR (BID ID -609292)
Vikal Sood (BID ID -607524)
Harsh Guleria (BID ID -606477)
SONU KUMAR (BID ID -607983)
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