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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹3.6 L (1.18%)Admitted-Finance JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | ₹3.1 Cr+₹3.6 L (1.18%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹7.2 L (2.36%)Admitted-Finance BADMAL BALANGIR ODISHA 767070 | BALANGIR | ODISHA | 767070 | ₹3.1 Cr+₹7.2 L (2.36%) | L3 | Admitted-Finance |
| 4 | L4₹3.2 Cr+₹17.5 L (5.74%)Admitted-Finance | ₹3.2 Cr+₹17.5 L (5.74%) | L4 | Admitted-Finance |
| 5 | L5₹3.5 Cr+₹41.0 L (13.4%)Admitted-Finance | ₹3.5 Cr+₹41.0 L (13.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SACHIN AGRAWAL L1 | M/S JP ENTERPRISES L2 | Prem Chand Jain L4 | Jwalaji Buildcon Private Limited L5 | RAJESH KUMAR PATRA L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Repair and re-carpet to damaged bituminous roads (Approx. 10.00 km) and strengthen to road berm with PCC (1.20 km) at different location in OFBL estate area. | ||||||||
| 1.01 | Material & labour for preparing black top surfaces by brushing with wire brushes for removing cacked mud etc. sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified & directed. | 41,000 | Sqm | 19 ₹7,79,000 | 4 ₹1,64,000 Lowest | 18.91 ₹7,75,310 | 20.45 ₹8,38,450 | 12 ₹4,92,000 |
| 1.02 | Material & labour for repairing to potholes any depth, not exc. 1.00sqm each including sweeping, free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at exc. 30mm in depth, painting the sides and bottom of the holes with a thin application of bitumen or a combination of both as indicated. Making good by filling with bituminous macadam of 5% binder content by weight of total mix using VG 30 grade paving bitumen over a tack coat of bitumen @5Kg per 10sqm (using computerised hot mix plant and mechanical paver machine) and compacted to require camber and gradient by using heavy hand rammers/approved mechanical tampers and finally finished with a seal coat. All as specified in MES SSR Part - I (2009). | 2,000 | Sqm | 160 ₹3,20,000 Lowest | 230 ₹4,60,000 | 183.41 ₹3,66,820 | 198.32 ₹3,96,640 | 160 ₹3,20,000 Lowest |
| 1.03 | Material & labour for applying evenly a priming/tack coat (VG 30 GRADE) with bituminous primer at 5kg per 10sq.m using paving bitumen on existing black top surface complete all as specified and directed. | 48,000 | Sqm | 23 ₹11,04,000 | 18 ₹8,64,000 Lowest | 22.98 ₹11,03,040 | 24.85 ₹11,92,800 | 18 ₹8,64,000 Lowest |
| 1.04 | Material & labour for providing premix bitumen macadam using paving bitumen grade of VG 30 with binder content @5% by weight of total mix, using hot mix process & laid by mechanical paver, rolled & compacted with power roller exc. 8 tonnes and not exc. 12 tonne capacity to gradient & camber required etc. (consolidated thickness 40mm) complete all as specified in MES SRR Part-I (2009) and as directed. | 1,640 | Cum | 7,400 ₹1,21,36,000 | 6,500 ₹1,06,60,000 Lowest | 7,792.3 ₹1,27,79,372 | 8,424.68 ₹1,38,16,475.2 | 8,200 ₹1,34,48,000 |
| 1.05 | Material & labour for providing bituminous pre mix asphaltic semi dense concrete 25 mm thick consolidated thickness with 6.00% binder content by weight of total mix using bitumen of VG 30 (using computerised hot mix plant and mechanical paver machine) and compacted to required camber and gradient using power roller over bituminous macadam surface and all as specified in MES SSR part-I (2009) | 41,000 | Sqm | 210 ₹86,10,000 Lowest | 240 ₹98,40,000 | 222.45 ₹91,20,450 | 240.03 ₹98,41,230 | 230 ₹94,30,000 |
| 1.06 | Material & labour for providing premixed sand seal coat with 0.06cum of sand mixed with 6.8Kg of paving bitumen VG 30, applied and rolled to a uniform smooth surface and all as specified in MES SSR Part - I (2009) | 41,000 | Sqm | 45 ₹18,45,000 | 65 ₹26,65,000 | 44.5 ₹18,24,500 | 48.12 ₹19,72,920 | 42 ₹17,22,000 Lowest |
| 1.07 | Material & labour for surface dressing in hard/dense soil not exc. 15cm deep. | 6,500 | Sqm | 23 ₹1,49,500 | 20 ₹1,30,000 | 29.28 ₹1,90,320 | 25.42 ₹1,65,230 | 16 ₹1,04,000 Lowest |
| 1.08 | Material & labour for providing mooram/red bajri filling in road berm laid spread, levelled & rammed including watering complete in layer 100mm thick all as specified & directed. (Compacted thickness should not be less than 100mm) | 13,500 | Sqm | 50 ₹6,75,000 | 65 ₹8,77,500 | 69.85 ₹9,42,975 | 58.91 ₹7,95,285 | 32 ₹4,32,000 Lowest |
| 1.09 | Material & labour for painting lines, dashes, arrows, letters, etc. on roads pavements (adequate No. of coats) and the like not exc. 10cm wide with road marking paint, white or golden yellow complete colour as approved by EIC. | 20,000 | RM | 5 ₹1,00,000 | 5 ₹1,00,000 | 10 ₹2,00,000 | 5.86 ₹1,17,200 | 4 ₹80,000 Lowest |
Tender Value
₹3.7 Cr
EMD Value
₹4.4 L
Closing Date
20 May 2024, 2:00 pmClosed
CGM, O F Badmal, Balangir, Odisha
CGM OF BADMAL, AT- BADMAL TOWNSHIP, PO- BADMAL, DIST- BALANGIR (ODISHA) PIN-767070
Repair and re-carpet to damaged bituminous roads (Approx. 10.00 km) and strengthen to road berm with PCC (1.20 km) at different location in OFBL estate area
2024_MIL_194135_1
3012/TE-02-2024-25/EO(C)
Open Tender
Civil Works - Roads
Item Rate
180 days
Ordnance Factory Badmal
As per NIT eligibility/evaluation criteria along with EMD
3 documents required · 3 mandatory
₹0
₹4.4 L
12 Aug 2024
25 Apr 2024
23 May 2024
25 Apr 2024
20 May 2024
25 Apr 2024
Amount
Repair and re-carpet to damaged bituminous roads (Approx. 10.00 km) and strengthen to road berm with PCC (1.20 km) at different location in OFBL estate area.
Material & labour for preparing black top surfaces by brushing with wire brushes for removing cacked mud etc. sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified & directed.
Material & labour for repairing to potholes any depth, not exc. 1.00sqm each including sweeping, free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at exc. 30mm in depth, painting the sides and bottom of the holes with a thin application of bitumen or a combination of both as indicated. Making good by filling with bituminous macadam of 5% binder content by weight of total mix using VG 30 grade paving bitumen over a tack coat of bitumen @5Kg per 10sqm (using computerised hot mix plant and mechanical paver machine) and compacted to require camber and gradient by using heavy hand rammers/approved mechanical tampers and finally finished with a seal coat. All as specified in MES SSR Part - I (2009).
Material & labour for applying evenly a priming/tack coat (VG 30 GRADE) with bituminous primer at 5kg per 10sq.m using paving bitumen on existing black top surface complete all as specified and directed.
Material & labour for providing premix bitumen macadam using paving bitumen grade of VG 30 with binder content @5% by weight of total mix, using hot mix process & laid by mechanical paver, rolled & compacted with power roller exc. 8 tonnes and not exc. 12 tonne capacity to gradient & camber required etc. (consolidated thickness 40mm) complete all as specified in MES SRR Part-I (2009) and as directed.
Material & labour for providing bituminous pre mix asphaltic semi dense concrete 25 mm thick consolidated thickness with 6.00% binder content by weight of total mix using bitumen of VG 30 (using computerised hot mix plant and mechanical paver machine) and compacted to required camber and gradient using power roller over bituminous macadam surface and all as specified in MES SSR part-I (2009)
Material & labour for providing premixed sand seal coat with 0.06cum of sand mixed with 6.8Kg of paving bitumen VG 30, applied and rolled to a uniform smooth surface and all as specified in MES SSR Part - I (2009)
Material & labour for surface dressing in hard/dense soil not exc. 15cm deep.
Material & labour for providing mooram/red bajri filling in road berm laid spread, levelled & rammed including watering complete in layer 100mm thick all as specified & directed. (Compacted thickness should not be less than 100mm)
Material & labour for painting lines, dashes, arrows, letters, etc. on roads pavements (adequate No. of coats) and the like not exc. 10cm wide with road marking paint, white or golden yellow complete colour as approved by EIC.
Material & labour for excavating over areas, not exceeding 1.5m deep and getting out in hard/dense soil.
Material & labour for soling (spread thickness 200mm) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber.
Supply and filling sand (50mm thick) under floors or in foundations including watering and consolidation.
Material & labour for cement concrete type B- 2, 1:2:4 (40mm graded aggregate) of 150mm thickness over soiling including for (i) Use and waste of form work/screed strips and to divide the area in panels. (ii) Finishing surfaces of concrete topping even and fair (without using extra cement), and finishing surfaces of concrete in sub-floors, sub-bases, etc.even and rough to receive the topping layer. (iii) Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green.
Material & labour for cement concrete in foundations, filling and mass concrete Type-B2 1:2:4 (40mm graded aggregate)
Material & labour for brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls built in modular bricks in cement mortar (1:4).
Material & labour for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius built in modular bricks in cement mortar 1:4 as specified & directed.
Material & labour for rendering 10 mm thick cement plaster of 1:4 cement mortar on fair faces of brick work or concrete surfaces as specified & directed.
M/S JP ENTERPRISES
RAJESH KUMAR PATRA
Prem Chand Jain
Jwalaji Buildcon Private Limited
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