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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹40.8 LAccepted-Finance | L-1 | Accepted-Finance ACCEPTED BY THE CA SINCE THE BIDDER IS L-1 | |
| 2 | L-2₹43.3 L+₹2.4 L (5.93%)Accepted-Finance | L-2 | Accepted-Finance BID RANK - L-2 | |
| 3 | L-3₹43.4 L+₹2.5 L (6.21%)Accepted-Finance | L-3 | Accepted-Finance BID RANK - L-3 | |
| 4 | L-4₹44.0 L+₹3.1 L (7.67%)Accepted-Finance | L-4 | Accepted-Finance BID RANK - L-4 | |
| 5 | L-5₹46.9 L+₹6.0 L (14.8%)Accepted-Finance | L-5 | Accepted-Finance BID RANK - L-5 |
| Sl No | Description | Qty | Unit | RITHVIK INFRASTRUCTURE L5 | umar anees L4 | Ravinayak Constructions L3 | Sharief infrastructure Pvt Ltd L1 | DREAM HOME CONCEPT L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling Inter-lock pavement: Demolishing cement concrete or interlock pavement manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | 20 | Cubic meter | 400 ₹8,000 | 1,200 ₹24,000 | 500 ₹10,000 | 2,000 ₹40,000 | 84 ₹1,680 Lowest |
| 2.00 | Earth work in surface excavation by manual means for lowering & leveling the ground : Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. | 90 | Cubic meter | 190 ₹17,100 | 130 ₹11,700 | 200 ₹18,000 | 500 ₹45,000 | 88 ₹7,920 Lowest |
| 3.00 | Preparation and surface treatment & rolling with 8-10 t smooth wheeled roller : Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310 | 1,000 | Square meter | 5 ₹5,000 | 3 ₹3,000 Lowest | 5 ₹5,000 | 3 ₹3,000 Lowest | 42 ₹42,000 |
| 4.00 | Cleaning the existing black topped surface: Cleaning the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and I or compressed air to receive bituminous treatment including cost of all materials, labour, HOM complete as per specifications. - Clause 501 of MORTH V revision | 9,500 | Square meter | 8 ₹76,000 | 3 ₹28,500 Lowest | 3 ₹28,500 Lowest | 3.3 ₹31,350 | 12 ₹1,14,000 |
| 5.00 | Construction of Granular Sub-Base - For Grading -V Material : Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - For Grading -V Material | 40 | Cubic meter | 2,000 ₹80,000 | 2,100 ₹84,000 | 1,950 ₹78,000 | 2,400 ₹96,000 | 1,865 ₹74,600 Lowest |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | 90 | Cubic meter | 2,100 ₹1,89,000 | 2,150 ₹1,93,500 | 1,900 ₹1,71,000 | 255 ₹22,950 Lowest | 1,865 ₹1,67,850 |
| 7.00 | Removing and resting of interlock pavement : Removing and resting of interlock pavement manually/ by mechanical means with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-hargincluding disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | 700 | Square meter | 300 ₹2,10,000 Lowest | 380 ₹2,66,000 | 550 ₹3,85,000 | 600 ₹4,20,000 | 380 ₹2,66,000 |
| 8.00 | primer coat with SS1 grade Bitumen Emulsion on prepared surface : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | 320 | Square meter | 60 ₹19,200 | 34 ₹10,880 | 25 ₹8,000 Lowest | 42 ₹13,440 | 50 ₹16,000 |
| 9.00 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing : Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | 900 | Square meter | 200 ₹1,80,000 | 130 ₹1,17,000 Lowest | 245 ₹2,20,500 | 149 ₹1,34,100 | 212 ₹1,90,800 |
| 10.00 | Providing and applying tack coat : Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | 9,800 | Square meter | 20 ₹1,96,000 | 8 ₹78,400 Lowest | 10 ₹98,000 | 12 ₹1,17,600 | 12 ₹1,17,600 |
Tender Value
₹46.6 L
Closing Date
25 Jun 2025, 3:00 pmClosed
DY.DIRECTOR
NITK,SRINIVASNAGAR POST, SURATHKAL - 575025
Providing SDBC pavement to existing roads at some of the places of Academic area and resetting of existing interlock paver blocks of parking area at rear side of Main Administrative building in NITK
2025_NITK_864635_1
Tender No.13/2025-26/HD
Open Tender
Civil Works - Roads
Works
45 days
NITK, SRINIVASNAGAR
AS PER TENDER DOCUMENT
9 documents required · 9 mandatory
₹0
Exempted
7 Aug 2025
14 Jun 2025
26 Jun 2025
16 Jun 2025
25 Jun 2025
16 Jun 2025
Amount
Dismantling Inter-lock pavement: Demolishing cement concrete or interlock pavement manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.
Preparation and surface treatment & rolling with 8-10 t smooth wheeled roller : Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310
Cleaning the existing black topped surface: Cleaning the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and I or compressed air to receive bituminous treatment including cost of all materials, labour, HOM complete as per specifications. - Clause 501 of MORTH V revision
Construction of Granular Sub-Base - For Grading -V Material : Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - For Grading -V Material
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
Removing and resting of interlock pavement : Removing and resting of interlock pavement manually/ by mechanical means with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-hargincluding disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.
primer coat with SS1 grade Bitumen Emulsion on prepared surface : Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.
Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing : Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
Providing and applying tack coat : Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
Providing and laying Bituminous Macadam : Providing and laying Bituminous Macadam with 120 capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction(compacted thickness 75mm) etc complete as per the direction of the Engineer In-charge
Providing and laying Semi Dense Bituminous Concrete: Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision, and compacted thick is 25mm etc complete as per the direction of the Engineer In-charge
DREAM HOME CONCEPT (BID ID -3237160)
Ravinayak Constructions (BID ID -3237995)
umar anees (BID ID -3236066)
RITHVIK INFRASTRUCTURE (BID ID -3233914)
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