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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC C O LT GANDHESWAR BORO W NO 2 BASUGAON P O P S BASUGAON DIST CHIRANG BTC ASSAM PIN 783372 | BASUGAON | CHIRANG | ASSAM | 783372 | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹2,089 (0.02%)Rejected-AOC VILL THAISOGURI P O GONGIA P S KACHUGAON DIST KOKRAJHAR BTC ASSAM | KOKRAJHAR | KOKRAJHAR | ASSAM | ₹1.3 Cr+₹2,089 (0.02%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical C O CHABIN BASUMATARY VILL GORUMARA P O KHAMARDWISA P S SIMLA DIST BAKSA PIN 781330 | GORUMARA | BAKSA | ASSAM | 781330 | - | - | Rejected-Technical Reject |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
10 Apr 2023, 1:30 pmClosed
the Addl. Chief Engineer, PWD, BTC
O/o the Addl. Chief Engineer, PWD, BTC
Construction of ICBP road from No.2 Girjagaon LP School to Pathorgaon Sub Centre from Ch.0.00km to 1.46km (Length-1.375 km) under SOPD, PWD for the year 2022-23 of Chirang District.Pkg No.119_11
2023_BTC_30011_1
No. ACE- 05/CHN/IFB/2018-19/493
Open Tender
Civil Works – Roads
Item Rate
270 days
chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,700
₹2.6 L
Yes
O/o the Addl. Chief Engineer, PWD, BTC
2 May 2023
21 Mar 2023
10 Apr 2023
21 Mar 2023
10 Apr 2023
21 Mar 2023
21 Mar 2023 - 6 Apr 2023
6 Apr 2023
Amount
Road Work 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. (i) By Manual Means (A) In area of 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) Private Land.
Construction of Sub grade and Earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) 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. (A) By Mix in Place Method (ii) 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 withthree wheel roller 80-100 kN static roller 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. (A) By Manual Means (WBM -III)
Providing and laying interlocking concrete block pavement with M40 having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Semi Reflective Traffic Signs (i)Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii 600mm equilateral triangle
Kilometre Stone 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 ii) Ordinary Kilometer Stone (Precast)
(B) CD Works RCC Box Cell Culvert, Size: 1.00m x 1.00m, 1 cell, 2Nos Earth work in excavation of foundation 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 (i) upto 3.00 m depth
Sand Fillling in foundation trenches as per drawing and Technical specification 305.3.9
PCC 1:3:6 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (B) With Natural Gravel: i) P.C.C grade M 10 (i)Nominal mix 1:3:6
PCC 1:2:4 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (B) With Natural Gravel: 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 (B) With Natural Gravel: IV RCC Grade M 25 i) height upto 5 m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (B) With Natural Gravel: II R.C.C grade M 25 a) Height 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
Supplying, fitting and placing TMTTMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 B With Natural Gravel
Providing weepholes in brick masonry/stone masonry, plain/reinforced 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 Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 A Granular material
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 iii Cement concrete grade M 10
RCC Box Cell Culvert, Size: 2.00m x 2.00m, 1 cell, 1 No. Earth work in excavation of foundation 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 (i) upto 3.00 m depth
Sand Fillling in foundation trenches as per drawing and Technical specification 305.3.9
PCC 1:3:6 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (B) With Natural Gravel: i) P.C.C grade M 10 (i)Nominal mix 1:3:6
PCC 1:2:4 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (B) With Natural Gravel: 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 (B) With Natural Gravel: IV RCC Grade M 25 i) height upto 5 m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B With Natural Gravel II R.C.C grade M 25 a) Height 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
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 B With Natural Gravel
Providing weepholes in brick masonry/stone masonry, plain/reinforced 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 Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 A Granular material
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 iii Cement concrete grade M 10
RCC Box Cell Culvert, Size: 3.00m x 3.00m, 1 cell, 1 No. Earth work in excavation of foundation 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 (i) upto 3.00 m depth
Sand Fillling in foundation trenches as per drawing and Technical specification 305.3.9
PCC 1:3:6 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (B) With Natural Gravel: i) P.C.C grade M 10 (i)Nominal mix 1:3:6
PCC 1:2:4 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (B) With Natural Gravel: 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 (B) With Natural Gravel: IV RCC Grade M 25 i) height upto 5 m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B With Natural Gravel II R.C.C grade M 25 a) Height upto 5M
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar in sub-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 B With Natural Gravel
Providing weepholes in brick masonry/stone masonry, plain/reinforced 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 Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 A Granular material
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 iii Cement concrete grade M 10
MAHADEV BRAHMA
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