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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹53.0 LAccepted-AOC GHORASAL CITY TOWN SIPAJHAR P O P S SIPAJHAR DIST DARRANG PIN 784145 | DARRANG | ASSAM | 784145 | 1 | Accepted-AOC L1 | |
| 2 | 2₹53.6 L+₹63,688 (1.20%)Rejected-AOC HOUSE NO NIL CITY TOWN UDALGURI P O KALAIGAON P S KALAIGAON DISTRICT UDALGURI PIN 784525 | DARRANG | ASSAM | 784525 | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | FIROJ ALI L1 | SRI AMAL BARUAH L2 |
|---|---|---|---|---|---|
| 1.00 | Kheteswar No.2 to Arimari No. 1
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 553.83 | Cum | 250 ₹1,38,456.25 Lowest | 250 ₹1,38,456.25 Lowest |
| 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 Technical Specification Clause 401.
(ii) For Grading II Material | 95.63 | Cum | 3,400 ₹3,25,142 Lowest | 3,400 ₹3,25,142 Lowest |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By manual means. 3) Grading No. 3 : Using stone Screening Type-A 13.2mm for Gr 3. | 47.81 | Cum | 5,400 ₹2,58,190.2 Lowest | 5,400 ₹2,58,190.2 Lowest |
| 4.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including Edge block/ Edge restraints | 637 | Sqm | 1,220 ₹7,77,140 Lowest | 1,220 ₹7,77,140 Lowest |
| 5.00 | Earth work in excavation for foundation of structures upto 3 m depth as per drawing and Technical Specification Clause 1104 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. | 25.03 | Cum | 120 ₹3,003.6 Lowest | 120 ₹3,003.6 Lowest |
| 6.00 | Providing concrete for plain /reinforced cement concrete in open foundations complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203 (A) With crushed stone (i) PCC grade M-10 | 1.68 | Cum | 6,500.18 ₹10,920.3 Lowest | 6,500.18 ₹10,920.3 Lowest |
| 7.00 | Type B (First class) Bedding: Laying (first class ) bedding on well compacted sand, moorum or approved granular material as per Clause1105(ii) Granular material | 3.64 | Cum | 1,650 ₹6,006 Lowest | 1,650 ₹6,006 Lowest |
| 8.00 | Providing Plain/reinforced cement concrete in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. (A) With crushed stone (II) PCC Grade M-15 (i) Nominal mix (1:2.5:5) | 20.32 | Cum | 6,500 ₹1,32,080 Lowest | 6,500 ₹1,32,080 Lowest |
| 9.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause1106. | 7.5 | RM | 8,500 ₹63,750 Lowest | 8,500 ₹63,750 Lowest |
| 10.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A(1.30m x 0.70m) madeof Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed.
b) without boat | 954 | Nos | 285 ₹2,71,890 Lowest | 285 ₹2,71,890 Lowest |
Tender Value
₹53 L
EMD Value
₹1.1 L
Closing Date
9 Jan 2026, 4:00 pmClosed
Executive Engineer PWRD MDSTRD
O/o EE MDSTRD
Recovery and Reconstruction of (i) Kheteswar No.2 to Arimari No. 1 Road (PMGSY PKG NO AS16101) (ii) Nadirkash to Besimari Road and (iii) Rahmanpur Ghiladhari Road under NDRF (PDNA -2022) for the year 2025-26.Road catagory Village Road
2025_PWD_49752_1
MDSTRD_DLG_PDNA_25_26_1
Open Tender
Civil Works – Roads
Item Rate
Dalgaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,060
₹1.1 L
Yes
9 Mar 2026
31 Dec 2025
10 Jan 2026
31 Dec 2025
9 Jan 2026
5 Jan 2026
Kheteswar No.2 to Arimari No. 1 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) 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 Technical Specification Clause 401. (ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By manual means. 3) Grading No. 3 : Using stone Screening Type-A 13.2mm for Gr 3.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
Earth work in excavation for foundation of structures upto 3 m depth as per drawing and Technical Specification Clause 1104 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.
Providing concrete for plain /reinforced cement concrete in open foundations complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203 (A) With crushed stone (i) PCC grade M-10
Type B (First class) Bedding: Laying (first class ) bedding on well compacted sand, moorum or approved granular material as per Clause1105(ii) Granular material
Providing Plain/reinforced cement concrete in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. (A) With crushed stone (II) PCC Grade M-15 (i) Nominal mix (1:2.5:5)
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause1106.
Supplying, filling and laying in loose with Geo-textile bags of Type-A(1.30m x 0.70m) madeof Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. b) without boat
Nadirkash to Bechimari Road Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) 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 Technical Specification Clause 401. (ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By manual means. 3) Grading No. 3 : Using stone Screening Type-A 13.2mm for Gr 3.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
Earth work in excavation for foundation of structures upto 3 m depth as per drawing and Technical Specification Clause 1104 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.
Providing concrete for plain /reinforced cement concrete in open foundations complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203 (A) With crushed stone (i) PCC grade M-10
Type B (First class) Bedding: Laying (first class ) bedding on well compacted sand, moorum or approved granular material as per Clause1105(ii) Granular material
Providing Plain/reinforced cement concrete in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. (A) With crushed stone (II) PCC Grade M-15 (i) Nominal mix (1:2.5:5)
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause1106.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) 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 Technical Specification Clause 401. (ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By manual means. 3) Grading No. 3 : Using stone Screening Type-A 13.2mm for Gr 3.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
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.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural Gravel I) PCC Grade M-10 Nominal Mix 1:3:6
Type B (First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)Granular Material
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 II. P.C.C Grade M-20 (i) Nominal Mix 1:2:4
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.
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