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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L-1 | Accepted-Finance Found Lowest one |
| 2 | L-2₹1.4 Cr+₹7.4 L (5.74%)Rejected-Finance R O VILL AIMA P O TEHSIL PALAMPUR DISTT KANGRA H P | ₹1.4 Cr+₹7.4 L (5.74%) | L-2 | Rejected-Finance High rate quoted |
| 3 | L-3₹1.5 Cr+₹18.8 L (14.5%)Rejected-Finance | ₹1.5 Cr+₹18.8 L (14.5%) | L-3 | Rejected-Finance High rate quoted |
| 4 | L-4₹1.6 Cr+₹33.3 L (25.7%)Rejected-Finance | ₹1.6 Cr+₹33.3 L (25.7%) | L-4 | Rejected-Finance High rate quoted |
| 5 | L-5₹1.7 Cr+₹45.4 L (35.1%)Rejected-Finance DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹1.7 Cr+₹45.4 L (35.1%) | L-5 | Rejected-Finance High rate quoted |
| Sl No | Description | Qty | Unit | GANTANTAR THAKUR L6 | AMIT CHOUDHARY L7 | Sohan Singh Govt. Contractor L5 | SUBHASH CHAND GOVT. CONTRACTOR L2 | VIJAY KAPOOR L1 | ABHISHEK KAUL L4 | PARAS JASWAL L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.within all leads and lifts as per the direction of Engineer-in-charge | 1,805.23 | Per Cubic metre | 305 ₹5,50,595.15 | 310 ₹5,59,621.3 | 385 ₹6,95,013.55 | 220 ₹3,97,150.6 | 199 ₹3,59,240.77 | 200 ₹3,61,046 | 190 ₹3,42,993.7 Lowest |
| 2.00 | Providing and laying cement concrete 1:4:8 (One cement : four sand : eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge | 62.1 | Per Cubic metre | 6,000 ₹3,72,600 | 6,250 ₹3,88,125 | 4,800 ₹2,98,080 | 5,000 ₹3,10,500 | 4,800 ₹2,98,080 | 4,800 ₹2,98,080 | 4,300 ₹2,67,030 Lowest |
| 3.00 | Providing and laying cement concrete 1:2:4 (One cement : two sand : four graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge | 95.9 | Per Cubic metre | 7,000 ₹6,71,300 | 7,200 ₹6,90,480 | 5,600 ₹5,37,040 Lowest | 5,800 ₹5,56,220 | 5,900 ₹5,65,810 | 6,600 ₹6,32,940 | 6,200 ₹5,94,580 |
| 4.00 | 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 : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) within all leads and lifts as per the direction of Engineer-in-charge | 304.75 | Per Cubic metre | 9,000 ₹27,42,750 | 9,200 ₹28,03,700 | 7,650 ₹23,31,337.5 | 6,800 ₹20,72,300 | 6,500 ₹19,80,875 Lowest | 7,900 ₹24,07,525 | 7,800 ₹23,77,050 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) within all leads and lifts as per the direction of Engineer-in-charge | 1,037.16 | Per Cubic metre | 5,800 ₹60,15,528 | 5,950 ₹61,71,102 | 4,800 ₹49,78,368 | 4,200 ₹43,56,072 | 3,700 ₹38,37,492 Lowest | 5,000 ₹51,85,800 | 4,000 ₹41,48,640 |
| 6.00 | 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 within all leads and lifts as per the direction of Engineer-in-charge | 6,095 | Per Killogramme | 106 ₹6,46,070 | 108 ₹6,58,260 | 93 ₹5,66,835 | 82 ₹4,99,790 Lowest | 92 ₹5,60,740 | 85 ₹5,18,075 | 100 ₹6,09,500 |
| 7.00 | Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centring below supporting floor to ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge. | 2,415 | Per Square metre | 490 ₹11,83,350 | 500 ₹12,07,500 | 325 ₹7,84,875 | 150 ₹3,62,250 Lowest | 210 ₹5,07,150 | 150 ₹3,62,250 Lowest | 300 ₹7,24,500 |
| 8.00 | Stacking of stone within 20 mtrs. of the unloading point in stacks of specified size. pitching,stone, spalls, bricks-batsbuilding stones, ballast, stone metal, coal or shinglecomplete in all respect with in all leads & lifts as per the direction of Engineer-in-charge. | 834.14 | Per Cubic metre | 1,150 ₹9,59,261 | 1,155 ₹9,63,431.7 | 400 ₹3,33,656 | 300 ₹2,50,242 Lowest | 1,100 ₹9,17,554 | 1,500 ₹12,51,210 | 800 ₹6,67,312 |
| 9.00 | Wire crates made of galvanised iron wire filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately) Galvanised iron wire 5 milimetre thick corressponding to SWG-6 (15 centimetre x15 centimetre mesh) within all leads and lifts as per the direction of Engineer-in-charge. | 8,187.71 | Per Square metre | 410 ₹33,56,961.1 | 425 ₹34,79,776.75 | 435 ₹35,61,653.85 | 296 ₹24,23,562.16 | 290 ₹23,74,435.9 Lowest | 310 ₹25,38,190.1 | 350 ₹28,65,698.5 |
| 10.00 | Providing and laying geotextile filter behind stone pitching and crate appron having thickness not less than 2.50 mm (Two and half) and minimum weight 275 Gms/Sq. mtr (Two hundred sewenty five) in suitable width including lap folding and jointing etc. Not less than 4 metre in width complete including carriage of materials with in all lead and lifts as per satisfaction of the engineer in charge. | 833.53 | Per Square metre | 120 ₹1,00,023.6 | 125 ₹1,04,191.25 | 125 ₹1,04,191.25 | 100 ₹83,353 | 65 ₹54,179.45 Lowest | 75 ₹62,514.75 | 120 ₹1,00,023.6 |
Tender Value
Refer Docs
EMD Value
₹2.7 L
Closing Date
1 Nov 2025, 5:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION PALAMPUR
Construction of Retaining wall RD 0 to 50 Rmt and Stud Near Neugal Bridge and Retaining wall RD 450 to 515 65 Rmt and 1 No Spur
2025_HPIPH_118663_1
HPIPH 6227-77 DATED 24.10.2025
Open Tender
Civil Works
Item Rate
365 days
PALAMPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,000
EXECUTIVE ENGINEER
₹2.7 L
6 Dec 2025
24 Oct 2025
3 Nov 2025
24 Oct 2025
1 Nov 2025
24 Oct 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.within all leads and lifts as per the direction of Engineer-in-charge
Providing and laying cement concrete 1:4:8 (One cement : four sand : eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge
Providing and laying cement concrete 1:2:4 (One cement : two sand : four graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge
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 : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) within all leads and lifts as per the 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 :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) within all leads and lifts as per the direction of Engineer-in-charge
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 within all leads and lifts as per the direction of Engineer-in-charge
Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centring below supporting floor to ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.
Stacking of stone within 20 mtrs. of the unloading point in stacks of specified size. pitching,stone, spalls, bricks-batsbuilding stones, ballast, stone metal, coal or shinglecomplete in all respect with in all leads & lifts as per the direction of Engineer-in-charge.
Wire crates made of galvanised iron wire filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately) Galvanised iron wire 5 milimetre thick corressponding to SWG-6 (15 centimetre x15 centimetre mesh) within all leads and lifts as per the direction of Engineer-in-charge.
Providing and laying geotextile filter behind stone pitching and crate appron having thickness not less than 2.50 mm (Two and half) and minimum weight 275 Gms/Sq. mtr (Two hundred sewenty five) in suitable width including lap folding and jointing etc. Not less than 4 metre in width complete including carriage of materials with in all lead and lifts as per satisfaction of the engineer in charge.
Providing and laying 15 cm thick sand layer on top of geotextile fabric filter to protect it including carriage of material within all leads and lifts as per the direction of Engineer-in-charge.
Wire crates of galvanised iron wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge.
SUBHASH CHAND GOVT. CONTRACTOR (BID ID -577095)
PARAS JASWAL (BID ID -576795)
ABHISHEK KAUL (BID ID -577014)
Sohan Singh Govt. Contractor (BID ID -577071)
GANTANTAR THAKUR (BID ID -576991)
AMIT CHOUDHARY (BID ID -577019)
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