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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAdmitted-Finance C O DAMODAR CHAKRAVORTY ATHGHARIA P O P S ATHGHARIA DIST NALBARI ASSAM | ATHGHARIA | NALBARI | ASSAM | ₹25.3 L | L1 | Admitted-Finance |
| 2 | L2₹25.3 LAdmitted-Finance NALBARI SATRA NALBARI P O CHOWKBAZAR PS NALBARI DISTRICT NALBARI | ₹25.3 L | L2 | Admitted-Finance |
| 3 | L3₹28.1 LAdmitted-Finance | ₹28.1 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Dhrubajyoti Dutta L2 | DIPANKA KUMAR GOSWAMI L3 | Aswini Chakravorty L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with approved materials obtained from borrowpits, with a lift up to 1.5 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with alead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land | 383.57 | Cum. | 244.73 ₹93,870.35 | 271.92 ₹1.0 L | 244.72 ₹93,866.52 |
| 2.00 | Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading , grading to required slope and compacting to meet requirement of table 300-2 with lead upto 1000 m as per Technical Specification Clause 303.1 ( i) Private Land | 123 | Cum. | 321.94 ₹39,598.62 | 357.71 ₹43,998.33 | 321.94 ₹39,598.62 |
| 3.00 | Construction of granular sub-base 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 | 84.38 | Cum. | 2,366.44 ₹2.0 L | 2,629.38 ₹2.2 L | 2,366.44 ₹2.0 L |
| 4.00 | WBM Grading 3 : Using stone screening Type-B 11.2 mm for Gr 3 (a) By Manual means:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80- 100 kN 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 grading 3 as per Technical specification clouse 405 .(a) By Manual means | 42.19 | Cum. | 3,973.83 ₹1.7 L | 4,415.37 ₹1.9 L | 3,973.83 ₹1.7 L |
| 5.00 | Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage) | 562.5 | Sqm | 1,100.46 ₹6.2 L | 1,222.73 ₹6.9 L | 1,100.45 ₹6.2 L |
| 6.00 | Excavation for Structure (Earth work in excavation of foundation of structures as per drawings & technical specifications CL. 304 of MoRT & H, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. ordinary soil (ii) depth up to 3.0m | 140.45 | Cum | 121.02 ₹16,997.02 | 134.47 ₹18,886.04 | 121.02 ₹16,997.02 |
| 7.00 | 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 | 8.78 | Cum | 5,721.39 ₹50,245.25 | 6,357.1 ₹55,828.05 | 5,721.38 ₹50,245.16 |
| 8.00 | 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. II. P.C.C grade M 20, Nominal mix 1:2:4 | 158 | Cum | 6,680.79 ₹10.6 L | 7,423.1 ₹11.7 L | 6,680.79 ₹10.6 L |
| 9.00 | 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 and technical specification Clauses 614, 709, 1204.3.7 | 48 | Each | 127.67 ₹6,128.16 | 141.85 ₹6,808.80 | 127.66 ₹6,127.68 |
| 10.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With crushed stone II. RCC-M25. a. Upto a height of 5m | 12.37 | Cum | 8,224.79 ₹1.0 L | 9,138.66 ₹1.1 L | 8,224.79 ₹1.0 L |
Tender Value
₹28.2 L
EMD Value
₹56,000
Closing Date
20 Jan 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Re-Construction of CHOWK BAZAR TO COMMERCE COLLEGE ROAD (JAMINI KUTIR HOUSE TO RUBUL DAS HOUSE-BYE LANE) under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_49922_3
Tech/NDTRD/NIT/1028/4212 dated 03.01.2026
Open Tender
Civil Works – Roads
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹560
₹56,000
Yes
3 Jun 2026
8 Jan 2026
21 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
8 Jan 2026 - 20 Jan 2026
Construction of Embankment with approved materials obtained from borrowpits, with a lift up to 1.5 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with alead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading , grading to required slope and compacting to meet requirement of table 300-2 with lead upto 1000 m as per Technical Specification Clause 303.1 ( i) Private Land
Construction of granular sub-base 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
WBM Grading 3 : Using stone screening Type-B 11.2 mm for Gr 3 (a) By Manual means:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80- 100 kN 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 grading 3 as per Technical specification clouse 405 .(a) By Manual means
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage)
Excavation for Structure (Earth work in excavation of foundation of structures as per drawings & technical specifications CL. 304 of MoRT & H, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. ordinary soil (ii) depth up to 3.0m
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
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. II. P.C.C grade M 20, Nominal 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 and technical specification Clauses 614, 709, 1204.3.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With crushed stone II. RCC-M25. a. Upto a height of 5m
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
Reinforcement in super structure :- Supplying, fitting and placing conforming to IS: 1786 TMT reinforcement bar Fe-500 from primary product like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc
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 wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-ntre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.
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