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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC MATIPUNG ROAD CITY TOWN DIPHU P O P S DIPHU DIST KARBI ANGLONG | KARBI ANGLONG | ASSAM | 782436 | ₹9.6 Cr Quoted ₹10.0 Cr | L1 | Accepted-AOC L1 Lowest bidder |
| 2 | L1₹10.5 CrRejected-AOC | ₹10.5 Cr | L1 | Rejected-AOC L2 Lowest bidder |
| Sl No | Description | Qty | Unit | Smti Monumaya Devi L1 | Raju Mesh L2 |
|---|---|---|---|---|---|
| 1.00 | 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
(i) Private Land
(Qnty as per Annexure-1) | 52,993.5 | Cum | 300 ₹1,58,98,050 Lowest | 390 ₹2,06,67,465 |
| 2.00 | Excavation in Soil with Dozer with lead upto 100 m. Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 15,300 | Cum | 198 ₹30,29,400 Lowest | 198 ₹30,29,400 Lowest |
| 3.00 | Construction of Sub-grade and Earthen Shoulder with approved materials obtained from borrow pits with all lifts and transporting to site, spreading, grading to required slopes and compacting to meet requirement of Table 300.2. (i) Private Land | 19,122.52 | Cum | 300 ₹57,36,756 Lowest | 300 ₹57,36,756 Lowest |
| 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 vibratory roller to achieve the desired density complete ..(ii) Gravel/Soil - Agreegate base. Grading -B | 4,640.63 | Cum | 3,000 ₹1,39,21,890 Lowest | 3,000 ₹1,39,21,890 Lowest |
| 5.00 | 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. (A) By manual means | 2,320.31 | Cum | 4,500 ₹1,04,41,395 Lowest | 4,500 ₹1,04,41,395 Lowest |
| 6.00 | (A) Inter locking concrete Block pavement (i) 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 | 33,412.5 | Sqm | 1,250 ₹4,17,65,625 Lowest | 1,250 ₹4,17,65,625 Lowest |
| 7.00 | Construction of HP Culvert | 160 | Rm | 32,000 ₹51,20,000 Lowest | 32,000 ₹51,20,000 Lowest |
| 8.00 | Construction of Pucca Drain | 250 | Rm | 10,000 ₹25,00,000 Lowest | 10,000 ₹25,00,000 Lowest |
| 9.00 | Construction of Retaining wall | 185 | Rm | 7,500 ₹13,87,500 Lowest | 7,500 ₹13,87,500 Lowest |
| 10.00 | Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 | 200 | Each | 1,500 ₹3,00,000 Lowest | 1,500 ₹3,00,000 Lowest |
Tender Value
₹9.6 Cr
EMD Value
₹19.1 L
Closing Date
18 Dec 2025, 3:00 pmClosed
Director cum ACEH
Director cum ACEH
Construction of Road from Jorlep Teron to Hapjan Sikari Bey village under Annual Action plan, KAAC for the year 2025-26.
2025_KAAC_49041_1
NoACEH/CS/AAP/72/2025-26/04
Open Tender
Civil Works
Item Rate
Hapjan
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹19.1 L
Yes
Director cum ACEH
25 Feb 2026
5 Dec 2025
19 Dec 2025
5 Dec 2025
18 Dec 2025
5 Dec 2025
8 Dec 2025
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 (i) Private Land (Qnty as per Annexure-1)
Excavation in Soil with Dozer with lead upto 100 m. Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Construction of Sub-grade and Earthen Shoulder with approved materials obtained from borrow pits with all lifts and transporting to site, spreading, grading to required slopes and compacting to meet requirement of Table 300.2. (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 vibratory roller to achieve the desired density complete ..(ii) Gravel/Soil - Agreegate base. Grading -B
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. (A) By manual means
(A) Inter locking concrete Block pavement (i) 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
Construction of HP Culvert
Construction of Pucca Drain
Construction of Retaining wall
Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives..
Rumble Strips. Provision of 15 Nos. rumble strips covered with premix bituminous carpet, 15.2mm high at centre, 250mm wide placed at lm centre to centre at approved location to control speed, marked with white strips of road marking paint.
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