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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.0 L+₹30,645.44 (2.25%)Admitted-Fee/PreQual/Technical/Finance | ₹14.0 L+₹30,645.44 (2.25%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.0 L+₹1.4 L (10.2%)Admitted-Fee/PreQual/Technical/Finance | ₹15.0 L+₹1.4 L (10.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹15.2 L+₹1.5 L (11.1%)Admitted-Fee/PreQual/Technical/Finance GUNJARDIH BHANDARIDAH BOKARO JHARKHAND PIN NO 829132 | BOKARO | JHARKHAND | 829132 | ₹15.2 L+₹1.5 L (11.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹15.6 L+₹1.9 L (14.2%)Admitted-Fee/PreQual/Technical/Finance | ₹15.6 L+₹1.9 L (14.2%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANJAY KUMAR L11 | M/S SANJAY KUMAR SAHU L5 | KASHI LAL SAW L3 | RAHUL TRADERS L12 | MS SHARDA CONSTRUCTION L8 | MAHTO ENTERPRISES L4 | SANJAY KUMAR CHAUBEY L7 | A B CONSTRUCTION L6 | Kinkar Kumar Singh L2 | PROVERSA CONSTRUCTIONS PRIVATE LIMITED L10 | M/S RAKESH KUMAR L9 | SHRI SHREYA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. All kinds of soil | 1,665 | Cum | 138 ₹2,29,770 | 70 ₹1,16,550 | 74.44 ₹1,23,945.14 | 180.4 ₹3,00,366 | 200 ₹3,33,000 | 89 ₹1,48,185 | 145 ₹2,41,425 | 540 ₹8,99,100 | 86.36 ₹1,43,789.4 | 230 ₹3,82,950 | 99 ₹1,64,835 | 67.53 ₹1,12,443.94 Lowest |
| 2.00 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia RCC pipes. (Laying by manual/ mechanical means) | 250 | Mtr | 5,750 ₹14,37,500 | 5,600 ₹14,00,000 | 5,439.96 ₹13,59,989.41 | 6,728.4 ₹16,82,100 | 4,680 ₹11,70,000 | 5,100 ₹12,75,000 | 5,300 ₹13,25,000 | 600 ₹1,50,000 Lowest | 4,756 ₹11,89,000 | 5,000 ₹12,50,000 | 5,990 ₹14,97,500 | 4,935.17 ₹12,33,792.37 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m. | 842.4 | Cum | 118 ₹99,403.2 | 50 ₹42,120 | 24.05 ₹20,260.01 | 143.6 ₹1,20,968.64 | 230 ₹1,93,752 | 110 ₹92,664 | 75 ₹63,180 | 605 ₹5,09,652 | 74.16 ₹62,472.38 | 125 ₹1,05,300 | 90 ₹75,816 | 21.82 ₹18,380.03 Lowest |
| 4.00 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹26.3 L
EMD Value
₹32,900
Closing Date
13 Aug 2026, 4:00 pmClosed
Staff Officer(Civil), Amrapali-Chandragupta Area
Office of The General Manager, Amrapali-Chandragupta Area, Honhey, Tandwa, 825321
Providing and Laying of Hume (RCC) Pipe at different required places under Amrapali OCP of A-C Area, CCL.
2026_CCL_362944_1
GMAC/SOC/Tender/2026-27/14/360
Open Tender
Civil Works - Others
Item Rate
30 days
Amrapali OCP, Amrapali-Chandragupta Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹32,900
14 Aug 2026
1 Aug 2026
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
3 Aug 2026 - 6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. All kinds of soil | 1,665 | Cum | - | - |
| 2 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia RCC pipes. (Laying by manual/ mechanical means) | 250 | Mtr | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m. | 842.4 | Cum | - | - |
| 4 | Total impact of GST for the purpose of CTC | - | Nos | - | - |
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