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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 CrAdmitted-Finance VILLAGE POST THANA NAGAR UNTARI DISTRICT GARHWA JHARKHAND 822121 | NAGAR UNTARI | GARHWA | JHARKHAND | 822121 | ₹3.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHANKAR CONSTRUCTION CHAIBASA PVT.LTD L1 | NAGMANI AND KASHYAP CONSTRUCTION PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches of toe wall, spilway, Head regulator, intake well and outlet etc as per design senction in ordinary rock or soft rock (where blasting is not needed) ( vide classification of soil item -c ) with disposal of soil (beyond 50M away from the edge of trenches) with intial lead of 150M and initial lift 1.5M p in ordinary soil (vide classification of soil item-A) all complete as per approved design specification and direction of E/I...(Item No. WRD PART- B 5.1.21.1)) | 1,575 | Cum | 560.3 ₹8,82,472.5 Lowest | 560.3 ₹8,82,472.5 Lowest |
| 2.00 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M and avrage lift of 1.5 m including leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design specification and direction of E/I.(Item No. WRD PART-B 7.1.27) | 5,548.5 | Cum | 167.33 ₹9,28,430.51 Lowest | 167.33 ₹9,28,430.51 Lowest |
| 3.00 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume (Item No- BCD 5.1.10I) | 720 | Cum | 589.51 ₹4,24,447.2 Lowest | 589.51 ₹4,24,447.2 Lowest |
| 4.00 | Supplying and laying boulders in rock toe, heel trenches of Dam as per design Drawing including the cost of materials,royality and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I. (Item No-WRD PART- B 5.6.4 PART-A 6.4) | 720 | Cum | 1,490.06 ₹10,72,843.2 Lowest | 1,491.06 ₹10,73,563.2 |
| 5.00 | Providing and laying PCC or RCC M-150 with nominal mix of (1:2:4) in various componenets of dam foundation with approved quality of 20mm graded coarse aggregate of required graded as per design and approved quality of sand requisite FM (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending, binding and placing including necessary tools and plants and vibrating, curing ,royality all taxes etc. complete job as per specification and direction of E/I.. (Item No- BCD PART-B 7.3.4 5.3.1.2 ) | 720 | Cum | 4,597.2 ₹33,09,984 Lowest | 4,598.23 ₹33,10,725.6 |
| 6.00 | 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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (Item No BCD- 5.3.9.1) | 875.66 | Cum | 5,218 ₹45,69,193.88 Lowest | 5,220.25 ₹45,71,164.12 |
| 7.00 | Providing centring including strutting and proping etc and its removal in various components of canal structure or embankmentsas per specifications and direction of E/I. (Item No- WRD 7.3.19) | 10,368 | Cum | 449.98 ₹46,65,392.64 Lowest | 449.98 ₹46,65,392.64 Lowest |
| 8.00 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) (Item No- BCD 5.5.4 ) | 40.75 | MT | 83,349.94 ₹33,96,843.45 Lowest | 83,349.94 ₹33,96,843.45 Lowest |
| 9.00 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (Item No- BCD 5.5.5 ) | 63.65 | MT | 81,530.3 ₹51,89,566.66 Lowest | 82,131.94 ₹52,27,862.24 |
| 10.00 | Filling in foundation trenches or in plinth in layer not exceeding 150mm thick,well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50m and lift of 1.5mall completed as per direction of E/I(mode of measurement compacted volume)..(Item No- BCD 5.1.8) | 201.74 | Cum | 128.88 ₹26,000.77 Lowest | 128.88 ₹26,000.77 Lowest |
Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
10 Apr 2026, 3:00 pmClosed
E.E, MINOR IRRIGATION DIVISION CHAIBASA
E.E, MINOR IRRIGATION DIVISION CHAIBASA
CONSTRUCTION OF PUCCA CANAL FROM BALANDIA BORDER TO SINDRIGAURI ULLI TREE AT VILLAGE BALANDIA , PANCHAYAT- SINDRIGAURI, VILLAGE- BALANDIA, BLOCK- HATGAMHARIA, WEST SINGHBHUM JHARKHAND
2026_WRD_112344_1
WRD/MID/CHAIBASA/SBD-4/2025-26
Open Tender
Civil Works
Item Rate
333 days
Hatgamaharia
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹3.3 L
Yes
17 Jun 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 | Earth work in excavation in foundation trenches of toe wall, spilway, Head regulator, intake well and outlet etc as per design senction in ordinary rock or soft rock (where blasting is not needed) ( vide classification of soil item -c ) with disposal of soil (beyond 50M away from the edge of trenches) with intial lead of 150M and initial lift 1.5M p in ordinary soil (vide classification of soil item-A) all complete as per approved design specification and direction of E/I...(Item No. WRD PART- B 5.1.21.1)) | - | Cum | - | - |
| 2 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M and avrage lift of 1.5 m including leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design specification and direction of E/I.(Item No. WRD PART-B 7.1.27) | - | Cum | - | - |
| 3 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume (Item No- BCD 5.1.10I) | - | Cum | - | - |
| 4 | Supplying and laying boulders in rock toe, heel trenches of Dam as per design Drawing including the cost of materials,royality and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I. (Item No-WRD PART- B 5.6.4 PART-A 6.4) | - | Cum | - | - |
| 5 | Providing and laying PCC or RCC M-150 with nominal mix of (1:2:4) in various componenets of dam foundation with approved quality of 20mm graded coarse aggregate of required graded as per design and approved quality of sand requisite FM (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending, binding and placing including necessary tools and plants and vibrating, curing ,royality all taxes etc. complete job as per specification and direction of E/I.. (Item No- BCD PART-B 7.3.4 5.3.1.2 ) | - | Cum | - | - |
| 6 | 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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (Item No BCD- 5.3.9.1) | - | Cum | - | - |
| 7 | Providing centring including strutting and proping etc and its removal in various components of canal structure or embankmentsas per specifications and direction of E/I. (Item No- WRD 7.3.19) | - | Cum | - | - |
| 8 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) (Item No- BCD 5.5.4 ) | 1 | MT | - | - |
| 9 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (Item No- BCD 5.5.5 ) | 0.8 | MT | - | - |
| 10 | Filling in foundation trenches or in plinth in layer not exceeding 150mm thick,well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50m and lift of 1.5mall completed as per direction of E/I(mode of measurement compacted volume)..(Item No- BCD 5.1.8) | 0.6 | Cum | - | - |
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