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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.4 LAccepted-Finance | ₹7.4 L | L-1 | Accepted-Finance Found Lowest one |
| 2 | L-2₹7.5 L+₹7,666.60 (1.03%)Rejected-Finance NOT AVAILABLE | ₹7.5 L+₹7,666.60 (1.03%) | L-2 | Rejected-Finance High rate qouted |
| 3 | L-3₹7.8 L+₹40,541.40 (5.46%)Rejected-Finance V P O KOSRI TEHSIL JAISINGHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹7.8 L+₹40,541.40 (5.46%) | L-3 | Rejected-Finance High rate qouted |
| 4 | L-4₹7.8 L+₹41,157.40 (5.54%)Rejected-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹7.8 L+₹41,157.40 (5.54%) | L-4 | Rejected-Finance High rate qouted |
| 5 | L-5₹8.0 L+₹54,089.90 (7.29%)Rejected-Finance | ₹8.0 L+₹54,089.90 (7.29%) | L-5 | Rejected-Finance High rate qouted |
| Sl No | Description | Qty | Unit | JITENDER RANA L3 | Ankit L2 | PRASHANT THAKUR L5 | Sanjay Kumar L4 | BIR SINGH L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge. | 58.83 | Cubic metre | 180 ₹10,589.4 | 220 ₹12,942.6 | 280 ₹16,472.4 | 330 ₹19,413.9 | 150 ₹8,824.5 Lowest |
| 2.00 | Providing and laying cement concrete 1:4:8 (One cement is to four sand is to Eight graded stone aggregate 20 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. | 3.6 | Cubic metre | 5,400 ₹19,440 | 5,800 ₹20,880 | 5,200 ₹18,720 | 6,100 ₹21,960 | 5,100 ₹18,360 Lowest |
| 3.00 | 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. | 150 | Square metre | 1,250 ₹1,87,500 | 280 ₹42,000 | 320 ₹48,000 | 340 ₹51,000 | 270 ₹40,500 Lowest |
| 4.00 | 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. | 31.25 | Cubic metre | 250 ₹7,812.5 Lowest | 2,130 ₹66,562.5 | 2,600 ₹81,250 | 1,800 ₹56,250 | 2,200 ₹68,750 |
| 5.00Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:- | ||||||||
| 6.00 | a) 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. | 37.8 | Cubic metre | 7,200 ₹2,72,160 | 7,000 ₹2,64,600 | 7,800 ₹2,94,840 | 6,700 ₹2,53,260 Lowest | 7,500 ₹2,83,500 |
| 7.00 | Providing and laying cement concrete 1:5:10 (One cement is to five sand is to ten graded stone aggregate 40 milimetre nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls/breast walls, the size of plums shall usually be 150 milimetre to 300 milimetre as per HPPWD specification within all leads and lifts as per the direction of Engineer-in-charge. | 37.8 | Cubic metre | 4,500 ₹1,70,100 Lowest | 5,050 ₹1,90,890 | 5,000 ₹1,89,000 | 6,000 ₹2,26,800 | 4,700 ₹1,77,660 |
| 8.00Providing 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 two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | ||||||||
| 9.00 | a) 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. | 199.2 | Square metre | 95 ₹18,924 Lowest | 280 ₹55,776 | 260 ₹51,792 | 265 ₹52,788 | 260 ₹51,792 |
| 10.00 | Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 1,134 | Killogramme | 85 ₹96,390 | 85 ₹96,390 | 85 ₹96,390 | 90 ₹1,02,060 | 82 ₹92,988 Lowest |
Tender Value
₹9.1 L
EMD Value
₹18,131
Closing Date
7 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
JSD PALAMPUR
Construction of R Wall and crate work to protect the Kuhl in Ward No. 9 M.C. Palampur Deposit Work MC Palampur
2026_HPIPH_133129_1
HP IPH 02-52 DATED 01.04.2026
Open Tender
Civil Works
Item Rate
30 days
PALAMPUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
EXECUTIVE ENGINEER
₹18,131
1 Jul 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
7 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge. | 1 | Cubic metre | - | - |
| 2 | Providing and laying cement concrete 1:4:8 (One cement is to four sand is to Eight graded stone aggregate 20 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. | - | Cubic metre | - | - |
| 3 | 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. | - | Square metre | - | - |
| 4 | 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. | - | Cubic metre | - | - |
| 5 | Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:- | - | - | - | - |
| 6 | a) 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. | 1 | Cubic metre | - | - |
| 7 | Providing and laying cement concrete 1:5:10 (One cement is to five sand is to ten graded stone aggregate 40 milimetre nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls/breast walls, the size of plums shall usually be 150 milimetre to 300 milimetre as per HPPWD specification within all leads and lifts as per the direction of Engineer-in-charge. | 1 | Cubic metre | - | - |
| 8 | 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 two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | - | - | - | - |
| 9 | a) 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. | 1 | Square metre | - | - |
| 10 | Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | - | Killogramme | - | - |
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