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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L1₹3.5 CrAdmitted-Finance BTC KOKRAJHAR ASSAM | ₹3.5 Cr | L1 | Admitted-Finance |
| 3 | L2₹3.6 Cr+₹6.3 L (1.78%)Admitted-Finance | ₹3.6 Cr+₹6.3 L (1.78%) | L2 | Admitted-Finance |
| 4 | L3₹3.6 Cr+₹7.1 L (2.00%)Admitted-Finance | ₹3.6 Cr+₹7.1 L (2.00%) | L3 | Admitted-Finance |
| 5 | L4₹3.9 Cr+₹39.2 L (11.1%)Admitted-Finance DOLAIGAON MAJPARA BONGAIGAON ASSAM PIN 783380 | BONGAIGAON | ASSAM | 783380 | ₹3.9 Cr+₹39.2 L (11.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DULAL DEBNATH L1 | Sri Bhupen Nath L4 | Sri Bishnu Basumatary L1 | MWIKHWM OWARY L3 | DON CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | GWJWNPURI
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
From Chainage 0 to +120 | 360 | cum | 89 ₹32,040 Lowest | 115.26 ₹41,493.6 | 103.73 ₹37,342.8 | 150 ₹54,000 | 105.58 ₹38,008.8 |
| 2.00 | From Chainage +210 to +628 | 1,322.36 | cum | 89 ₹1,17,689.6 Lowest | 115.26 ₹1,52,414.64 | 103.73 ₹1,37,167.88 | 110 ₹1,45,459.05 | 105.58 ₹1,39,614.24 |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4 | 108.4 | cum | 6,601 ₹7,15,535.2 | 6,504.51 ₹7,05,075.87 | 5,854.06 ₹6,34,568.4 | 5,500 ₹5,96,189 Lowest | 5,958.33 ₹6,45,871.06 |
| 4.00 | For Protection and filling from +120 to +210 m Chainage | 10.8 | cum | 747 ₹8,067.6 Lowest | 6,504.51 ₹70,248.71 | 5,854.06 ₹63,223.84 | 6,500 ₹70,200 | 5,958.33 ₹64,349.95 |
| 5.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20
Raft | 106.96 | cum | 6,601 ₹7,06,049.56 | 7,300.93 ₹7,80,914.77 | 6,570.84 ₹7,02,823.62 | 6,000 ₹6,41,766 Lowest | 6,687.88 ₹7,15,342.33 |
| 6.00 | Wall | 237.69 | cum | 6,601 ₹15,69,004.89 | 7,300.93 ₹17,35,372.65 | 6,570.84 ₹15,61,836.1 | 5,500 ₹13,07,306 Lowest | 6,687.88 ₹15,89,655.57 |
| 7.00 | Beam | 12.33 | cum | 6,601 ₹81,403.53 | 7,300.93 ₹90,035.07 | 6,570.84 ₹81,031.6 | 5,800 ₹71,525.6 Lowest | 6,687.88 ₹82,474.94 |
| 8.00 | Slab | 123.42 | cum | 6,746 ₹8,32,571.08 | 7,300.93 ₹9,01,058.88 | 6,570.84 ₹8,10,953.36 | 6,000 ₹7,40,502 Lowest | 6,687.88 ₹8,25,398.09 |
| 9.00 | For Protection and filling from +120 to +210 m Chainage
Heel + Toe Slab | 1.8 | cum | 747 ₹1,344.6 Lowest | 7,300.94 ₹13,141.69 | 6,570.85 ₹11,827.53 | 6,000 ₹10,800 | 6,687.88 ₹12,038.18 |
| 10.00 | Stem | 23.4 | cum | 747 ₹17,479.8 Lowest | 7,300.93 ₹1,70,841.76 | 6,570.84 ₹1,53,757.66 | 5,500 ₹1,28,700 | 6,687.88 ₹1,56,496.39 |
Tender Value
₹4 Cr
EMD Value
₹8 L
Closing Date
24 Feb 2021, 3:30 pmClosed
Executive Officer, Kajalgaon Municipal Boa
O/o the Executive Officer, Kajalgaon Municipal Board
Construction of R.C.C drainage at Gwjwnpuri, Kukurmari, Sudempuri, Bartalowa, Satipur and Sonapuri at Kajalgaon Town Scheme under SOPD-ODS for the year 2019-20
2021_BoTC_21088_1
KMB.17/SOPD/2020-21/61
Open Tender
Civil Works
Works
180 days
KAJALGAON
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,000
Executive Officer, Kajalgaon Municipal Board
₹8 L
Yes
26 Feb 2021
9 Feb 2021
24 Feb 2021
9 Feb 2021
24 Feb 2021
9 Feb 2021
9 Feb 2021 - 24 Feb 2021
Amount
GWJWNPURI Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth From Chainage 0 to +120
From Chainage +210 to +628
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
For Protection and filling from +120 to +210 m Chainage
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
For Protection and filling from +120 to +210 m Chainage Heel + Toe Slab
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
For Protection and filling from +120 to +210 m Chainage
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
SUDEMPURI Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone i) P.C.C Grade M10 Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
KUKURMARI Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone i) P.C.C Grade M10 Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
KUKURMARI-180 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone i) P.C.C Grade M10 Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone i) P.C.C Grade M10 Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
SANTIPUR 200 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone i) P.C.C Grade M10 Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
BARTOLOWA-60 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone i) P.C.C Grade M10 Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
BARTALOWA-369 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone i) P.C.C Grade M10 Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone i) P.C.C Grade M10 Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed Stone iii) P.C.C Grade M20 Nominal Mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 a) With Crushed Stone iii) R.C.C Grade M20 Raft
Filling in foundation trenches as per drawing and technical specifications Clause 305.3.9 i) sand filling
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced cement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V) :20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.8
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Sri Bishnu Basumatary
DON CONSTRUCTION
MWIKHWM OWARY
Sri Bhupen Nath
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