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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9 CrAdmitted-Finance | ₹9 Cr | L1 | Admitted-Finance |
| 2 | L2₹9 CrSame as L1Admitted-Finance BARLAWGAON P O KALIAGAON DIST CHIRANG BTR ASSAM | ₹9 CrSame as L1 | L2 | Admitted-Finance |
| 3 | L2₹9 CrSame as L1Admitted-Finance GWJWNPURI WARD NO 4 CHIRANG P O CHAPAGURI PS DALIGAON DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹9 CrSame as L1 | L2 | Admitted-Finance |
| 4 | Rejected-Technical VILL CHAPAGURI ROAD P O NORTH BONGAIGAON DIST BOGAIGAON ASSAM | - | - | Rejected-Technical Dis-Qualified |
| Sl No | Description | Qty | Unit | chakrasing Muchahary L2 | LAJIK BRAHMA L2 | kamalchgoyary L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of ICBP road from Bijni Anandabazar Road to Mokhnaguri (Borobazar block):
Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification
(i) By Manual Means | 1.68 | Hec | 34,999.99 ₹58,799.99 Lowest | 34,999.99 ₹58,799.99 Lowest | 35,000 ₹58,800 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2 (including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.)
(i)Private land. | 2,594.25 | cum | 180 ₹4,66,965 Lowest | 180 ₹4,66,965 Lowest | 190 ₹4,92,907.5 |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.)
(i)Private land.) | 7,190.4 | cum | 210 ₹15,09,984 | 210 ₹15,09,984 | 200 ₹14,38,080 Lowest |
| 4.00 | Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site.
For grading II material | 1,350 | cum | 2,450 ₹33,07,500 Lowest | 2,450 ₹33,07,500 Lowest | 3,100 ₹41,85,000 |
| 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 vibratory roller 8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density, with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B) | 674.4 | cum | 4,100 ₹27,65,040 | 4,100 ₹27,65,040 | 4,000 ₹26,97,600 Lowest |
| 6.00 | Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a)Including Edge block/Edge restraints | 9,000 | sqm | 1,140 ₹1,02,60,000 | 1,140 ₹1,02,60,000 | 1,000 ₹90,00,000 Lowest |
| 7.00 | Construction of 4 Nos. RCC box culvert 2.00mx2.00m single cell:
Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and backf illing with approved material.
I.Ordinary soil.
(A)Manual Means
(a)Without dewatering
(i)Upto 3m depth. | 136.46 | cum | 90 ₹12,281.4 Lowest | 90 ₹12,281.4 Lowest | 120 ₹16,375.2 |
| 8.00 | Sand filling in foundation trenches as per drawing and technical specification | 20.7 | cum | 450 ₹9,315 Lowest | 450 ₹9,315 Lowest | 1,200 ₹24,840 |
| 9.00 | Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork.
(A)With Crushed Stone.
(iii)PCC Grade M-20
(i)Nominal Mix 1:2:4 | 31.86 | cum | 5,000 ₹1,59,300 Lowest | 5,000 ₹1,59,300 Lowest | 6,500 ₹2,07,090 |
| 10.00 | Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification
(A)With Crushed Stone
(IV)RCC Grade M25 .
(i)Ht.upto 5m. | 85.01 | cum | 5,500 ₹4,67,555 Lowest | 5,500 ₹4,67,555 Lowest | 8,100 ₹6,88,581 |
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/Chirang/01 Construction of ICBP road from (1)No.1 Betbari to No.2 Betbari Village via Madhyapara(2) No. 1 Kawadi to No. 2 Kawadi Village, (3)Bijni Anandbazar road to Makhnaguri village (4) Bhatuabari near 280 No Bhatuabari LP School to P
2021_PWD_22713_3
CE/STBR/ RIDF-XXVII/03/21-22/1 Dtd. 24 -08-2021
Open Tender
Civil Works – Roads
Item Rate
730 days
Bijni
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
27 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
Construction of ICBP road from Bijni Anandabazar Road to Mokhnaguri (Borobazar block): Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification (i) By Manual Means
Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2 (including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.)
Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site. 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 vibratory roller 8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density, with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B)
Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a)Including Edge block/Edge restraints
Construction of 4 Nos. RCC box culvert 2.00mx2.00m single cell: Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and backf illing with approved material. I.Ordinary soil. (A)Manual Means (a)Without dewatering (i)Upto 3m depth.
Sand filling in foundation trenches as per drawing and technical specification
Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M-20 (i)Nominal Mix 1:2:4
Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification (A)With Crushed Stone (IV)RCC Grade M25 . (i)Ht.upto 5m.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification. (A)With Crushed Stone.
Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification.
Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification.
Construction of 8 Nos. RCC box culvert 1.00mx1.00m single cell: Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and backf illing with approved material. I.Ordinary soil. (A)Manual Means (a)Without dewatering (i)Upto 3m depth.
Sand filling in foundation trenches as per drawing and technical specification
Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M20 (i)Nominal Mix 1:2:4
Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification (A)With Crushed Stone (IV)RCC Grade M25 . (i)Ht.upto 5m.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone.
Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification.
Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification.
Construction of ICBP road from No.1 Kawadi to No.2 Kawadi (Manikpur block): Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification (i) By Manual Means
Dismantling of existing structures like culvets,bridges, retaining walls and other structure comprising of masonary, cement,wood work,steel work,including T&P and scaffolding wherever necessary, shorting the dismantled material,and stacking the material with aii lifts and lead of 1000m as per technical Specification Clause 202 (I) By Manual Means(b)C.C
Dismantling of existing structures like culvets,bridges, retaining walls and other structure comprising of masonary, cement,wood work,steel work,including T&P and scaffolding wherever necessary, shorting the dismantled material,and stacking the material with aii lifts and lead of 1000m as per technical Specification Clause 202 ( C)RCC
Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.)
Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site. 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 vibratory roller 8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density, with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B)
Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a)Including Edge block/Edge restraints
Construction of 1 No. RCC box culvert 4.00mx4.00m single cell: Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and back filling with approved material. I.Ordinary soil. (ii)Upto 3m depth.
Back filling in foundation trenches as per drawing and technical specification. (i) Sandy material
3/11.4:-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. (A)With Crished Stone (II)PCC grade M15 (i)Nominal mix 1:2;4
Plain/reinforced cement concrete in substructure (A)with Crushed Stone (IV) R.C.C. grade M25. a) Height upto 5m
Providing and laying cement concrete wearing coat M -30 (A)With Crushed Stone.
Construction of RCC railing of M-25 Grade in-situ with 20 mm nominal
Stone masonary work in cement morter 1:3 in foundation etc. (III)Random Rubble Masonary
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Construction of 2 Nos. RCC box culvert 2.00mx2.00m single cell: Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and backf illing with approved material. I.Ordinary soil. (A)Manual Means (a)Without dewatering (i)Upto 3m depth.
Sand filling in foundation trenches as per drawing and technical specification
Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M-20 (i)Nominal Mix 1:2:4
Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification (A)With Crushed Stone (IV)RCC Grade M25 (i)Ht.upto 5m.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification. (A)With Crushed Stone.
Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification.
Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification.
Construction of 5 Nos. RCC box culvert 1.00mx1.00m single cell: Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and backf illing with approved material. I.Ordinary soil. (A)Manual Means (a)Without dewatering (i)Upto 3m depth.
Sand filling in foundation trenches as per drawing and technical specification
Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M20 (i)Nominal Mix 1:2:4
Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification (A)With Crushed Stone (IV)RCC Grade M25 . (i)Ht.upto 5m.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone.
Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification.
Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification.
Construction of ICBP road from Bhatuabari near 280 No.Bhatuabari L.P.School to Panbari Road via Chotolawgaon Nirmal Das house (manikpur block): Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification (i) By Manual Means
Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.)
Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site. 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 vibratory roller 8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density, with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B)
Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(a)Including Edge block/Edge restraints
Construction of 2 Nos. RCC box culvert 3.00mx3.00m single cell: Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and backfilling with approved material.I.Ordinary soil.Upto 3m depth.
Back filling in foundation trenches as per drawing and technical specification. (ii)Sandy material
Providing concrete for plain/Reinforced concrete in open foundations complete as per drawings and technical spacifications. (A)With Crushed stone. (II)PCC grade M15. Nominal mix 1:2.5:5
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification. (A)with Crushed Stone (IV) R.C.C. grade M25. i) Height upto 5m
Providing and laying cement concrete wearing coat M -30(A)with Crushed Stone
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Construction of 7 Nos. RCC box culvert 1.00mx1.00m single cell: Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and backf illing with approved material. I.Ordinary soil. (A)Manual Means (a)Without dewatering (i)Upto 3m depth.
Sand filling in foundation trenches as per drawing and technical specification
Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M20 (i)Nominal Mix 1:2:4
Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification (A)With Crushed Stone (IV)RCC Grade M25 . (i)Ht.upto 5m.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone.
Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification.
Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification.
Construction of ICBP road from No.1 Betbari to No.2 Betbari village via Madhyapara (Borobazar block): Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification (i) By Manual Means
Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.)
Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site. 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 vibratory roller 8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density, with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B)
Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a)Including Edge block/Edge restraints
Construction of 8 Nos. RCC box culvert 1.00mx1.00m single cell: Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing,removal of stumps and other deleterious mattter,dressing of sides and bottom and backf illing with approved material. I.Ordinary soil. (A)Manual Means (a)Without dewatering (i)Upto 3m depth.
Sand filling in foundation trenches as per drawing and technical specification
Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M20 (i)Nominal Mix 1:2:4
Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification (A)With Crushed Stone (IV)RCC Grade M25 . (i)Ht.upto 5m.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone.
Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification.
Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification.
chakrasing Muchahary
LAJIK BRAHMA
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