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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC Decision |
| 2 | L2₹2.7 CrRejected-Finance ADITYAPUR 2 RIT SERAIKELA KHARSAWAN | ₹2.7 Cr | L2 | Rejected-Finance Decision |
| Sl No | Description | Qty | Unit | BIJOY SHANKAR MISHRA L2 | ARVIND INFRA DEVELOPERS PVT. LTD. L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means
Depth upto 3m (Item No-RCD 3.13(i) B) | 568.53 | Cum | 55.8 ₹31,723.97 | 55.8 ₹31,723.97 |
| 2.00 | Excavation for structures in ordinary Rock not requiring blasting (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Manual means((Item No- RCD 3.13 (ii) B ) | 353.56 | Cum | 312.9 ₹1.1 L | 312.9 ₹1.1 L |
| 3.00 | PCC 1:2:4 in foundation (Plain Cement Concrete 1:2:4 nominal mix in foundation with mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) (Item No- RCD 9.06 A Case 1) | 20.75 | Cum | 3,746.2 ₹77,733.65 | 3,746.2 ₹77,733.65 |
| 4.00 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) (Item No-RCD 9.06 E Case 1 ) | 315.53 | Cum | 4,630 ₹14.6 L | 4,630 ₹14.6 L |
| 5.00 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)
Height Upto 5m(Item No- RCD 15.12 B ) | 99.12 | Cum | 5,262 ₹5.2 L | 5,262 ₹5.2 L |
| 6.00 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. (Item No- RCD 15.14) | 72 | Nos | 112 ₹8,064 | 112 ₹8,064 |
| 7.00 | Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30
RCC Slab (Height between 5m to 10m). (Item No RCD- 15.12 C) | 133.02 | Cum | 5,335 ₹7.1 L | 5,335 ₹7.1 L |
| 8.00 | Providing drainage spout complete as per drawing and technical specification (Item No- RCD 15.17) | 16 | Each | 817 ₹13,072 | 817 ₹13,072 |
| 9.00 | Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. (Item No-RCD 14.06) | 43.6 | Mtr | 2,060 ₹89,816 | 2,060 ₹89,816 |
| 10.00 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.. (Item No- RCD 15.18) | 12.26 | Cum | 9,753 ₹1.2 L | 9,753 ₹1.2 L |
Tender Value
₹2.7 Cr
EMD Value
₹2.7 L
Closing Date
10 Apr 2026, 3:00 pmClosed
E.E, MINOR IRRIGATION DIVISION CHAIBASA
E.E, MINOR IRRIGATION DIVISION CHAIBASA
CONSTRUCTION OF PCC ROAD AND CULVERT FROM VILLAGE BAIHATU MAIN ROAD TO BILRAG HAAT, PANCHAYAT- ANDHARI, VILLAGE- BAIHATU, BLOCK- KUMARDUNGI, WEST SINGHBHUM JHARKHAND.
2026_WRD_112337_1
WRD/MID/CHAIBASA/SBD-4/2025-26
Open Tender
Civil Works
333 days
KUMARDUNGI
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹2.7 L
Yes
20 May 2026
4 Apr 2026
11 Apr 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means
Depth upto 3m (Item No-RCD 3.13(i) B) | - | Cum | - | - |
| 2 | Excavation for structures in ordinary Rock not requiring blasting (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Manual means((Item No- RCD 3.13 (ii) B ) | - | Cum | - | - |
| 3 | PCC 1:2:4 in foundation (Plain Cement Concrete 1:2:4 nominal mix in foundation with mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) (Item No- RCD 9.06 A Case 1) | - | Cum | - | - |
| 4 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) (Item No-RCD 9.06 E Case 1 ) | - | Cum | - | - |
| 5 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)
Height Upto 5m(Item No- RCD 15.12 B ) | - | Cum | - | - |
| 6 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. (Item No- RCD 15.14) | - | Nos | - | - |
| 7 | Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30
RCC Slab (Height between 5m to 10m). (Item No RCD- 15.12 C) | - | Cum | - | - |
| 8 | Providing drainage spout complete as per drawing and technical specification (Item No- RCD 15.17) | - | Each | - | - |
| 9 | Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. (Item No-RCD 14.06) | - | Mtr | - | - |
| 10 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.. (Item No- RCD 15.18) | - | Cum | - | - |
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