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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹94.9 L+₹2,406.91 (0.03%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s BM Sons Construction Agency L2 | M/s A D Digital Enterprises L1 |
|---|---|---|---|---|---|
| 1.00SH:- C/o CC pavement 3.75mtr width | |||||
| 2.00 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of bankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 187.5 | Cum | 399.76 ₹74,955 | 399.6 ₹74,925 Lowest |
| 3.00 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | 937.5 | SQM | 109.93 ₹1,03,059.38 | 109.9 ₹1,03,031.25 Lowest |
| 4.00 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade | 937.5 | SQM | 6.46 ₹6,056.25 Lowest | 6.5 ₹6,093.75 |
| 5.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 93.75 | CUM | 7,995.2 ₹7,49,550 | 7,992 ₹7,49,250 Lowest |
| 6.00 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete | 150 | Sqm | 471.52 ₹70,728 | 471.3 ₹70,695 Lowest |
| 7.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
D.PCC Grade M25 case I using concrete mixer | 187.5 | Cum | 10,393.76 ₹19,48,830 | 10,389.6 ₹19,48,050 Lowest |
| 8.00 | Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98- 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.)
(ii) Double Row for two utility services. | 187.5 | MTR | 2,998.2 ₹5,62,162.5 | 2,997 ₹5,61,937.5 Lowest |
| 9.00SH: CC BERM | |||||
| 10.00 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete | 25 | Sqm | 471.52 ₹11,788 | 471.3 ₹11,782.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹95,000
Closing Date
29 Apr 2026, 2:00 pmClosed
Executive Engineer
EE (UD), Deptt. of Urban Affairs, Seppa Division, Seppa
Const. of CC Pavement and CC Drain along with Protection Wall at Wessang Near Kameng Presidium School, Seppa
2026_APUDH_3409_1
EE/UD/SPA/RE-01/2025-26
Open Tender
Civil Works
Item Rate
365 days
Seppa
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
EE (UD) Seppa
₹95,000
30 Apr 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
29 Apr 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SH:- C/o CC pavement 3.75mtr width | - | - | - | - |
| 2 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of bankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | - | Cum | - | - |
| 3 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | - | SQM | - | - |
| 4 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade | - | SQM | - | - |
| 5 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | - | CUM | - | - |
| 6 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete | - | Sqm | - | - |
| 7 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
D.PCC Grade M25 case I using concrete mixer | - | Cum | - | - |
| 8 | Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98- 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.)
(ii) Double Row for two utility services. | - | MTR | - | - |
| 9 | SH: CC BERM | - | - | - | - |
| 10 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete | - | Sqm | - | - |
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