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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC Accepted By BEC |
| 2 | L2₹1.3 CrRejected-AOC | ₹1.3 Cr | L2 | Rejected-AOC Rejected By BEC |
| Sl No | Description | Qty | Unit | M/S Manoj Kumar Deka L2 | Mukul Borah L1 |
|---|---|---|---|---|---|
| 1.00 | 1) RCC Drain from Old NT Road via Diptinagar Agamananda Doloi Path:
Dismantling of Structures Dismantling of existing structures like culverts bridges retaining walls and other Dismantling other existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I By Manual Means
(c) Reinforced Cement Concrete | 45.16 | Cum | 1,283.51 ₹57,966.65 | 1,270.8 ₹57,392.72 |
| 2.00 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause303.5.2 as per Technical Specification Clause 302.3.11 | 157.85 | Cum | 68.48 ₹10,809.25 | 67.8 ₹10,702.23 |
| 3.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i)Using naturally occuring gravel | 205 | Cum | 720.85 ₹1.5 L | 713.71 ₹1.5 L |
| 4.00 | 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 Technical Specification Clause 401
(ii) For Grading II Material | 284.64 | Cum | 2,391.48 ₹6.8 L | 2,367.8 ₹6.7 L |
| 5.00 | WBM Grading III : Providing laying spreading and compacting stone aggregate of specific size to WBM (water bound macadam) specification including spreading in uniform thickness, hand packing, rollin with vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Cl. 405
(A) By manual means Using stone screening Type -B 11.2 mm Gr. III | 142.32 | Cum | 4,086.73 ₹5.8 L | 4,046.27 ₹5.8 L |
| 6.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including Edge block/ Edge restraints | 1,897.6 | Sqm | 1,172.69 ₹22.3 L | 1,161.08 ₹22.0 L |
| 7.00 | Construction of RCC Drain:
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.
i) Ordinary soil
Upto 3 m depth | 1,002.24 | cum | 128.97 ₹1.3 L | 127.69 ₹1.3 L |
| 8.00 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 83.52 | cum | 2,622.02 ₹2.2 L | 2,596.06 ₹2.2 L |
| 9.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. I. P.C.C grade M 10, Nominal mix 1:3:6 | 83.52 | cum | 6,096.94 ₹5.1 L | 6,036.57 ₹5.0 L |
| 10.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (B) With Natural Gravel
(iv) RCC Grade M 25
(i) For height upto 5 m | 575.5 | cum | 7,517.74 ₹43.3 L | 7,443.31 ₹42.8 L |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
12 Aug 2025, 2:00 pmClosed
Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati-03
MAINT/SOPD-G/2025-26/86_Construction of Roads cum RCC drain from Old NT Road via Diptinagar Agamananda Doloi path under SOPD-G for the year 2025-26 under NKTRD, Rangia LAC.
2025_PWD_45827_113
CE/MAINT/SOPDG/01/2025-26/02
Open Tender
Civil Works – Roads
180 days
Kamrup Rural
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,600
₹2.6 L
Yes
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,
31 Dec 2025
25 Jul 2025
14 Aug 2025
25 Jul 2025
12 Aug 2025
25 Jul 2025
25 Jul 2025 - 12 Aug 2025
26 Jul 2025
Amount
1) RCC Drain from Old NT Road via Diptinagar Agamananda Doloi Path: Dismantling of Structures Dismantling of existing structures like culverts bridges retaining walls and other Dismantling other existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I By Manual Means (c) Reinforced Cement Concrete
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause303.5.2 as per Technical Specification Clause 302.3.11
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i)Using naturally occuring gravel
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 Technical Specification Clause 401 (ii) For Grading II Material
WBM Grading III : Providing laying spreading and compacting stone aggregate of specific size to WBM (water bound macadam) specification including spreading in uniform thickness, hand packing, rollin with vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Cl. 405 (A) By manual means Using stone screening Type -B 11.2 mm Gr. III
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
Construction of RCC Drain: 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. i) Ordinary soil Upto 3 m depth
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. I. P.C.C grade M 10, Nominal mix 1:3:6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (B) With Natural Gravel (iv) RCC Grade M 25 (i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per 1002, 1005, 1010 & 1202 drawings and technical specification Clauses
Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800mm x 600mm rectangular
Supplying, fitting and fixing pipes plain/bevel ended for casing, conforming to relevant IS codes of practice including supplying and fitting of tube well accessories, lowering of assembly pipes concentrically in the borehole followed by supplying and packing of pea gravel free from dirt, dust and other foreign materials in the annular space between the borehole and assembly pipes complete as directed by the Department. II. PVC PIPE SUPREME /PRINCE / FUSION /SFMC Brand iii) 75mm diameter
Supplying, fitting and fixing pipes plain/bevel ended for casing, conforming to relevant IS codes of practice including supplying and fitting of tube well accessories, lowering of assembly pipes concentrically in the borehole followed by supplying and packing of pea gravel free from dirt, dust and other foreign materials in the annular space between the borehole and assembly pipes complete as directed by the Department. I. G.I. pipe a) TATA / SAIL (Medium) socket should be welded to the pipes. v) 125mm diameter
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. I. P.C.C grade M 20, Nominal mix 1:2:4 (Lower of Restrain beam)
Electrical Shifting
M/S Manoj Kumar Deka (BID ID -275238)
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