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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAdmitted-Finance NAGAMATI KHEREMIA VILLAGE NAMRUP ROAD PARBATPUR DIBRUGARH 786623 | DIBRUGARH | ASSAM | 786623 | ₹10.2 L | L1 | Admitted-Finance |
| 2 | L2₹10.2 L+₹5,372.42 (0.53%)Admitted-Finance | ₹10.2 L+₹5,372.42 (0.53%) | L2 | Admitted-Finance |
| 3 | L3₹11.0 L+₹82,503.06 (8.11%)Admitted-Finance | ₹11.0 L+₹82,503.06 (8.11%) | L3 | Admitted-Finance |
| 4 | L4₹11.1 L+₹91,937.78 (9.04%)Admitted-Finance | ₹11.1 L+₹91,937.78 (9.04%) | L4 | Admitted-Finance |
| 5 | L5₹12.4 L+₹2.2 L (21.8%)Admitted-Finance | ₹12.4 L+₹2.2 L (21.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | B.G. Enterprises L1 | TRIDEEP RANJAN GOGOI L6 | PANKAJ KUMAR GOGOI L4 | M/S GANPATI ENTERPRISE L2 | HIMANSHU BHUYAN L3 | Manash Protim Sonowal L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00earthwork | |||||||||
| 1.01 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 104.02 | cum | 200 ₹20,804.4 | 200 ₹20,804.4 | 130 ₹13,522.86 Lowest | 166 ₹17,267.65 | 180 ₹18,723.96 | 286.85 ₹29,838.71 |
| 1.02 | 230 mm Brick masonary work in 1:4 ratio | 1.08 | cum | 8,000 ₹8,640 | 5,500 ₹5,940 | 7,500 ₹8,100 | 4,684 ₹5,058.72 Lowest | 7,000 ₹7,560 | 6,882 ₹7,432.56 |
| 1.03 | Half brick masonary work 1:4 ratio | 13.5 | sqm | 875 ₹11,812.5 | 800 ₹10,800 | 900 ₹12,150 | 576 ₹7,776 Lowest | 700 ₹9,450 | 1,018.05 ₹13,743.68 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. | 23.53 | cum | 5,000 ₹1,17,665 | 8,000 ₹1,88,264 | 4,249 ₹99,991.72 Lowest | 4,899 ₹1,15,288.17 | 5,000 ₹1,17,665 | 6,833.4 ₹1,60,810.4 |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.
Panel foundation | 4.27 | cum | 6,000 ₹25,632 | 8,500 ₹36,312 | 6,800 ₹29,049.6 | 5,454 ₹23,299.49 Lowest | 6,000 ₹25,632 | 7,945.65 ₹33,943.82 |
| 1.06 | Centering and shuttering including strutting, propping etc. | 48.96 | sqm | 200 ₹9,792 Lowest | 550 ₹26,928 | 200 ₹9,792 Lowest | 249 ₹12,191.04 | 300 ₹14,688 | 307.95 ₹15,077.23 |
| 2.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete | |||||||||
| 2.01 | upto plinth level | 350 | kg | 80 ₹28,000 | 90 ₹31,500 | 73 ₹25,550 | 69.58 ₹24,353 Lowest | 80 ₹28,000 | 89.65 ₹31,377.5 |
| 2.02 | Supplying, fitting & fixing pipes with all necessary fittings in exposed or in trenches including trenching and refilling the same etc complete as directedb) ITC / NEZONE / Bansal / Jindal (Medium) 150 mm Heavy | 272 | Rm | 1,775 ₹4,82,800 | 1,600 ₹4,35,200 Lowest | 2,000 ₹5,44,000 | 1,640 ₹4,46,080 | 1,800 ₹4,89,600 | 2,130.59 ₹5,79,520.48 |
Tender Value
Refer Docs
EMD Value
₹27,243
Closing Date
22 Jun 2026, 3:00 pmClosed
GM TS n CMP ic
APL Namrup
PROVIDING FITTING FIXING AND PLACING OF 6 INCH DIA GI WATER LINE FROM NEW DEEP TUBE WELL INSIDE 100 TPD PLANT AREA TO IR PLANT AT APL NAMRUP
2026_ICD_52642_1
APL/CnP/CIVIL/2026-27/599
Open Tender
Civil Works
Item Rate
365 days
APL Namrup
Please refer Tender documents
3 documents required · 3 mandatory
₹273
₹27,243
Yes
10 Jul 2026
6 Jun 2026
23 Jun 2026
6 Jun 2026
22 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1earthwork | |||||
| 1.01 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 0.8 | cum | - | - |
| 1.02 | 230 mm Brick masonary work in 1:4 ratio | - | cum | - | - |
| 1.03 | Half brick masonary work 1:4 ratio | - | sqm | - | - |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. | - | cum | - | - |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.
Panel foundation | - | cum | - | - |
| 1.06 | Centering and shuttering including strutting, propping etc. | - | sqm | - | - |
| 2Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete | |||||
| 2.01 | upto plinth level | - | kg | - | - |
| 2.02 | Supplying, fitting & fixing pipes with all necessary fittings in exposed or in trenches including trenching and refilling the same etc complete as directedb) ITC / NEZONE / Bansal / Jindal (Medium) 150 mm Heavy | - | Rm | - | - |
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