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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.3 LAccepted-AOC | ₹35.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹35.3 LRejected-AOC | ₹35.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SATYA RANJAN DEY L1 | FOKRUL ISLAM L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Private Land | 859 | Cum | 357.68 ₹3.1 L | 357.71 ₹3.1 L |
| 2.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.
II) For Grading II Material | 133.59 | Cum | 2,991.36 ₹4.0 L | 2,991.66 ₹4.0 L |
| 3.00 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- | 80.16 | Cum | 4,826.25 ₹3.9 L | 4,826.74 ₹3.9 L |
| 4.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints | 1,068.75 | Sqm | 1,222.6 ₹13.1 L | 1,222.73 ₹13.1 L |
| 5.00 | Construction of 1000 mm dia HP Culvert:-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 32.68 | Cum | 134.46 ₹4,394.04 | 134.47 ₹4,394.48 |
| 6.00 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 | 1.81 | Cum | 6,356.46 ₹11,505.20 | 6,357.1 ₹11,506.35 |
| 7.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 3.45 | Cum | 1,640.61 ₹5,660.10 | 1,640.77 ₹5,660.66 |
| 8.00 | Providing Plain / RCC in Sub-Structure etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 B) With natural gravel. I) PCC M-15 i) Nominal mix 1:2.5:5 | 17.72 | Cum | 6,166.44 ₹1.1 L | 6,167.06 ₹1.1 L |
| 9.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on firstclass bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets Clause 1106. C)600mm dia. | 7.5 | RM | 8,200.54 ₹61,504.06 | 8,201.36 ₹61,510.21 |
| 10.00 | Construction of 1x3.00mx3.00m Box Culvert:-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side | 91.38 | Cum | 134.46 ₹12,286.49 | 134.47 ₹12,287.72 |
Tender Value
₹35.3 L
EMD Value
₹70,600
Closing Date
28 Jan 2026, 2:00 pmClosed
EE, PWRD, Sribhumi North and Sribhumi South TRD
O/o the EE, PWRD, Sribhumi North and Sribhumi South Territorial Road Division, Sribhumi
SNSTRD_PDNA_ET_25_26_14 Recovery and Reconstruction of Bagargool to Pingergool Road under NDRF(PDNA-2022) for the year 2025-26
2025_PWD_49726_16
SNSTRD/T-2/ PDNA/ET/15/2025-26/01
Open Tender
Civil Works
90 days
Sribhumi
Please refer Tender documents.
4 documents required · 4 mandatory
₹710
₹70,600
Yes
O/o the EE, PWRD, Sribhumi North and South TRD
17 Mar 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
20 Jan 2026 - 22 Jan 2026
22 Jan 2026
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401. II) For Grading II Material
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints
Construction of 1000 mm dia HP Culvert:-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
Providing Plain / RCC in Sub-Structure etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 B) With natural gravel. I) PCC M-15 i) Nominal mix 1:2.5:5
Providing and laying reinforced cement concrete pipe NP3 for culverts on firstclass bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. C)600mm dia.
Construction of 1x3.00mx3.00m Box Culvert:-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 [Hand Mixing]
Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203PCC Grade M 20Nominial mix (1:2:4)
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204PCC Grade M 20Nominial mix (1:2:4)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For design mix RCC M 20
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203IV) R.C.C.grade M 20
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
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