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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9 CrAdmitted-Finance | ₹9 Cr | L1 | Admitted-Finance |
| 2 | L1₹9 CrAdmitted-Finance JAYANAGAR GUWAHATI PO BELTOLA DIST KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹9 Cr | L1 | Admitted-Finance |
| 3 | L1₹9 CrAdmitted-Finance | ₹9 Cr | L1 | Admitted-Finance |
| 4 | L2₹10.0 Cr+₹100.0 L (11.1%)Admitted-Finance BARANGABARI CITY TOWN HELEM P O BARANGABARI P S HELEM DIST SONITPUR PIN 784172 | BISWANATH | ASSAM | 784172 | ₹10.0 Cr+₹100.0 L (11.1%) | L2 | Admitted-Finance |
| 5 | L3₹10.0 Cr+₹1.0 Cr (11.1%)Admitted-Finance | ₹10.0 Cr+₹1.0 Cr (11.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRI.LALIT KUMAR AGARWALLA L1 | M/s Udaarsil Constructions Pvt Ltd L2 | SAILAJA COMMERCIAL CONSTRUCTION PVT LTD L1 | Master Lod Nobing L1 | Sri. Kanhiyalal Pareek L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 1. Raidengia to Gahori ghat via Nunibari (Ch. 0.00m to 3050.00m) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle | 2.44 | Hect. | 26,999 ₹65,877.56 Lowest | 27,000 ₹65,880 | 36,000 ₹87,840 | 47,695.57 ₹1,16,377.19 | 27,000 ₹65,880 |
| 2.00 | 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 of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) from private land | 13,425.61 | Cum. | 235 ₹31,55,018.35 | 245 ₹32,89,274.45 | 200 ₹26,85,122 Lowest | 232.38 ₹31,19,843.25 | 245 ₹32,89,274.45 |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From private land | 8,949.11 | Cum. | 285 ₹25,50,496.35 | 275 ₹24,61,005.25 | 200 ₹17,89,822 Lowest | 305.71 ₹27,35,832.42 | 275 ₹24,61,005.25 |
| 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department(A)By mixed in place methot.(ii) for grading II materials | 1,741.22 | Cum. | 2,900 ₹50,49,538 | 3,000 ₹52,23,660 | 2,650 ₹46,14,233 | 2,148.27 ₹37,40,610.69 Lowest | 3,050 ₹53,10,721 |
| 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 as per Technical Specification Clause 405. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department A) By manual means Using stone screening Type-B 11.2 mm for Gr.III | 870.61 | Cum. | 4,500 ₹39,17,745 | 4,450 ₹38,74,214.5 | 3,900 ₹33,95,379 Lowest | 4,790.92 ₹41,71,022.86 | 4,450 ₹38,74,214.5 |
| 6.00 | Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) | 11,608.13 | sqm | 950 ₹1,10,27,723.5 Lowest | 1,150 ₹1,33,49,349.5 | 1,075 ₹1,24,78,739.75 | 1,044.97 ₹1,21,30,147.61 | 1,150 ₹1,33,49,349.5 |
| 7.00 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 i) Ordinary Kilometer Stone (Precast) | 3 | each | 500 ₹1,500 Lowest | 500 ₹1,500 Lowest | 1,890 ₹5,670 | 2,258.25 ₹6,774.75 | 500 ₹1,500 Lowest |
| 8.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i)600mm equilateral triangle | 4 | each | 5,000 ₹20,000 | 5,000 ₹20,000 | 3,600 ₹14,400 | 3,539.87 ₹14,159.48 Lowest | 5,000 ₹20,000 |
| 9.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii)600mm circular | 4 | each | 5,000 ₹20,000 | 5,000 ₹20,000 | 3,600 ₹14,400 Lowest | 4,811.22 ₹19,244.88 | 5,000 ₹20,000 |
| 10.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iii)800mm x 600mm rectangular | 1 | each | 8,500 ₹8,500 | 8,500 ₹8,500 | 3,600 ₹3,600 Lowest | 6,783.39 ₹6,783.39 | 8,500 ₹8,500 |
Tender Value
₹10 Cr
EMD Value
₹20 L
Closing Date
23 Sept 2021, 2:00 pmClosed
CE., PWD (Roads), Assam, Chandmari, Ghy-3
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
RIDF-XXVII/Lakhimpur/01 Construction of road 1. Raidongia to Gahorighat via Nunibari (Ch.0.00 m to 3050.00 m) 2. Nimuri No.3 to Rajghar via Dhemagarh (Ch.0.00 m to 4800.00 m) 3. Santapur to Gandhia (Ch.0.00 m to 2400.00 m) 4. Bengena Ati Namghar to M
2021_PWD_22713_14
CE/STBR/ RIDF-XXVII/03/21-22/1 Dtd. 24 -08-2021
Open Tender
Civil Works – Roads
Item Rate
730 days
Bihpuria
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered officer, Assam State Road Board
₹20 L
Yes
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
25 Oct 2021
2 Sept 2021
24 Sept 2021
2 Sept 2021
23 Sept 2021
2 Sept 2021
2 Sept 2021 - 23 Sept 2021
10 Sept 2021
Amount
1. Raidengia to Gahori ghat via Nunibari (Ch. 0.00m to 3050.00m) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle
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) from private land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From 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. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department(A)By mixed in place methot.(ii) for grading II materials
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. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department A) By manual means Using stone screening Type-B 11.2 mm for Gr.III
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 i) Ordinary Kilometer Stone (Precast)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i)600mm equilateral triangle
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii)600mm circular
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iii)800mm x 600mm rectangular
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Type B(First Class bedding) Laying First Class Bedding on well compacted sand, moorum or approved granular materials
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications.A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. b) 1000 mm dia
2. Nimuri No.3 to Rajghar via Dhemagarh (Ch. 0.00m to 4800.00 m ) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle
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) from private land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From 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. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department (A)By mixed in place methot.(ii) for grading II materials
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.including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department A) By manual means Using stone screening Type-B 11.2 mm for Gr.III
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 i) Ordinary Kilometer Stone (Precast)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii)600mm circular
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Type B(First Class bedding) Laying First Class Bedding on well compacted sand, moorum or approved granular materials
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications.A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. b) 1000 mm dia
3.Santapur to Gandhia (Ch. 0.00 m to 2400.00 m) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle
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) from private land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From 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. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department (A)By mixed in place methot.(ii) for grading II materials
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.including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department A) By manual means Using stone screening Type-B 11.2 mm for Gr.III
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
Providing and erecting direction and place identification retro-reflectorised signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmlyfixed to the ground by means of properly designed foundation with M-15 gradecement concrete 450 x 450 x 600 mm, 600 mm below ground level as perapproved drawing and Technical Specification Clause 1701
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Type B(First Class bedding) Laying First Class Bedding on well compacted sand, moorum or approved granular materials
Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109.
PCC M15 (1:2.5:5 nominal mix) in foundation of walls complete excluding plastering. As per DrawingTechnical specification clause 800 and 1211.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. b) 1000 mm dia
Fillling in foundation trenches as per drawing and technical specification Clause305.3.9 Sand filling
Construction of flexible apron 1 m thick comprising of loose stoneboulders weighing not less then 25 kg beyond curtain wall
4. Bengena Ati Namghar to Modan Barua Chuk (Ch. 0.00m to 1150.00 m) :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. by manual means A)In area non thorny jungle
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) from private land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i)From 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. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department(A)By mixed in place methot.(ii) for grading II materials
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. including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department A) By manual means Using stone screening Type-B 11.2 mm for Gr.III
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
Providing and erecting direction and place identification retro-reflectorised signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmlyfixed to the ground by means of properly designed foundation with M-15 gradecement concrete 450 x 450 x 600 mm, 600 mm below ground level as perapproved drawing and Technical Specification Clause 1701
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Type B(First Class bedding) Laying First Class Bedding on well compacted sand, moorum or approved granular materials
Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109.
PCC M15 (1:2.5:5 nominal mix) in foundation of walls complete excluding plastering. As per DrawingTechnical specification clause 800 and 1211.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. b) 1000 mm dia
Fillling in foundation trenches as per drawing and technical specification Clause305.3.9 Sand filling
Construction of flexible apron 1 m thick comprising of loose stoneboulders weighing not less then 25 kg beyond curtain wall
SAILAJA COMMERCIAL CONSTRUCTION PVT LTD
SRI.LALIT KUMAR AGARWALLA
M/s Udaarsil Constructions Pvt Ltd
Sri. Kanhiyalal Pareek
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