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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC RAJINDER KUMAR | CENTRAL DELHI | DELHI | 110054 | L1 | Accepted-AOC Work mhas been completed hence online earnest money may please be release | |
| 2 | L2₹10.3 L+₹29,932.50 (2.98%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹10.6 L+₹60,837.45 (6.06%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | L4₹11.3 L+₹1.3 L (12.5%)Rejected-Finance VILL BHAGOUT P O MANJHWAR TEHSIL GHUMARWIN DISTT BILASPUR H P 174003 | BILASPUR | HIMACHAL PRADESH | 174003 | L4 | Rejected-Finance Reject | |
| 5 | L5₹11.5 L+₹1.4 L (14.2%)Rejected-Finance | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | AMIT KATOCH L11 | Sanjay Kumar | Rajeev Kumar L10 | vikas kapoor L5 | SONU KUMAR L4 | Myank Nag L9 | Sanjay Kumar L12 | SUBHASH CHAND RANA L6 | RAJEEV AWASTHI L7 | Ajay Mehta Govt. Contractor And Supplier L3 | Rajinder Kumar L1 | GOPAL DASS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers 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 in all leads and lifts. | 45 | Cum | 266 ₹11,970 | 170 ₹7,650 | 222 ₹9,990 | 250 ₹11,250 | 250 ₹11,250 | 16 ₹720 Lowest | 240 ₹10,800 | 260 ₹11,700 | 180 ₹8,100 | 285 ₹12,825 | 250 ₹11,250 | 170 ₹7,650 |
| 2.00 | Providing and flaying cement concete 1:6:12 ( 1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 4.5 | Cum | 4,500 ₹20,250 | 4,800 ₹21,600 | 4,800 ₹21,600 | 4,000 ₹18,000 | 4,200 ₹18,900 | 16 ₹72 Lowest | 3,800 ₹17,100 | 4,500 ₹20,250 | 3,500 ₹15,750 | 7,200 ₹32,400 | 4,200 ₹18,900 | 3,500 ₹15,750 |
| 3.00 | Providing and laying cement concrete 1:3:6(1cement:3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 96 | Cum | 6,000 ₹5,76,000 | 6,000 ₹5,76,000 | 5,550 ₹5,32,800 | 4,400 ₹4,22,400 | 4,200 ₹4,03,200 | 5,500 ₹5,28,000 | 4,800 ₹4,60,800 | 4,400 ₹4,22,400 | 4,800 ₹4,60,800 | 6,800 ₹6,52,800 | 4,000 ₹3,84,000 Lowest | 4,000 ₹3,84,000 Lowest |
| 4.00 | Providing and laying cement concrete 1:5:10 (1cement:5sand: 10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually 150mm to 300mm as per HPWD/JSV specification in all leads and lifts. | 144 | Cum | 5,000 ₹7,20,000 | 5,500 ₹7,92,000 | 4,770 ₹6,86,880 | 4,000 ₹5,76,000 | 4,200 ₹6,04,800 | 5,200 ₹7,48,800 | 4,200 ₹6,04,800 | 4,300 ₹6,19,200 | 4,200 ₹6,04,800 | 1,655 ₹2,38,320 Lowest | 3,300 ₹4,75,200 | 3,700 ₹5,32,800 |
| 5.00Providing form work with steel plated 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 centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain. | |||||||||||||||
| 5.01 | Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. | 424.2 | Sqm | 150 ₹63,630 | 130 ₹55,146 | 175 ₹74,235 | 200 ₹84,840 | 130 ₹55,146 | 16 ₹6,787.2 Lowest | 200 ₹84,840 | 150 ₹63,630 | 150 ₹63,630 | 230 ₹97,566 | 200 ₹84,840 | 145 ₹61,509 |
| 6.00 | Providing ,Laying and fixing of beep hole of PVC pipe of 90 mm dia as per the direction of the Engineer in Charge. | 30 | Sqm | 150 ₹4,500 | 100 ₹3,000 | 220 ₹6,600 | 75 ₹2,250 | 70 ₹2,100 | 16 ₹480 Lowest | 60 ₹1,800 | 70 ₹2,100 | 120 ₹3,600 | 110 ₹3,300 | 65 ₹1,950 | 70 ₹2,100 |
| 7.00 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of centring and shuttering in foundation and plinth in all leads and lifts. | 0.72 | Rmt | 5,500 ₹3,960 | 4,000 ₹2,880 | 4,200 ₹3,024 | 5,200 ₹3,744 | 4,300 ₹3,096 | 16 ₹11.52 Lowest | 4,400 ₹3,168 | 5,800 ₹4,176 | 4,000 ₹2,880 | 6,500 ₹4,680 | 5,000 ₹3,600 | 4,000 ₹2,880 |
| 8.00Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | |||||||||||||||
| 8.01 | Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 1.35 | Cum | 9,000 ₹12,150 | 6,600 ₹8,910 | 6,500 ₹8,775 | 5,000 ₹6,750 | 6,000 ₹8,100 | 16 ₹21.6 Lowest | 5,200 ₹7,020 | 6,300 ₹8,505 | 5,500 ₹7,425 | 9,200 ₹12,420 | 600 ₹810 | 5,000 ₹6,750 |
Tender Value
₹15.2 L
EMD Value
₹30,401
Closing Date
11 Jan 2024, 5:00 pmClosed
Executive Engineer
Jal Shakti Divisoin Baijnath
Construction of retaining wall and RCC Kuhl from RD 3900 to RD 3912 12 Rmt Near Darug Nallah Bridge
2024_HPIPH_83392_1
10210-234
Open Tender
Civil Works
Item Rate
180 days
Baijnath
As per tender documents
5 documents required · 5 mandatory
₹400
₹30,401
Yes
18 Dec 2025
2 Jan 2024
12 Jan 2024
2 Jan 2024
11 Jan 2024
2 Jan 2024
Amount
Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers 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 in all leads and lifts.
Providing and flaying cement concete 1:6:12 ( 1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:3:6(1cement:3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:5:10 (1cement:5sand: 10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually 150mm to 300mm as per HPWD/JSV specification in all leads and lifts.
Providing form work with steel plated 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 centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.
Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
Providing ,Laying and fixing of beep hole of PVC pipe of 90 mm dia as per the direction of the Engineer in Charge.
Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of centring and shuttering in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
Wall any thickness but not less than 0.10 mtr. Thickness attached pilasters, buttresses, plinth and string courses etc. fro top of foundatio level upto floor two level .
Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts.
GOPAL DASS
Ajay Mehta Govt. Contractor And Supplier
SONU KUMAR
vikas kapoor
SUBHASH CHAND RANA
RAJEEV AWASTHI
Sanjay Kumar
Myank Nag
Rajeev Kumar
AMIT KATOCH
Sanjay Kumar
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