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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance BRP ROAD H NO 3 ASHI ANUPAMA HEIGHT P O P S BHARALUMUKH GUWAHTI DIST KAMRUP METRO PIN 781009 | KAMRUP METRO | ASSAM | 781009 | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L1₹3.7 CrAdmitted-Finance VILL NO 1 HABRUBARI P O HOGMABIL P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | KOKRAJHAR | ASSAM | 783347 | ₹3.7 Cr | L1 | Admitted-Finance |
| 3 | L1₹3.7 CrAdmitted-Finance | ₹3.7 Cr | L1 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical RAMKRISNAPUR P O TITAGURI P S KOKRAJHAR DIST KOKRAJHAR ASSAM PIN 783374 | 783374 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sri Dhiraj Borgoyary L1 | birkhang boro L1 | AGH CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00 | A) Road Works : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I) By Manual Means A. In area of light jungle | 3.03 | Hectare | 49,500 ₹1,50,084 | 42,648.3 ₹1,29,309.65 Lowest | 48,000 ₹1,45,536 |
| 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 p g 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 | 32,639.7 | Cum | 189 ₹61,68,903.3 Lowest | 230.6 ₹75,26,714.82 | 270 ₹88,12,719 |
| 3.00 | Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land. | 2,723.95 | cum | 207 ₹5,63,858.06 Lowest | 285 ₹7,76,326.32 | 350 ₹9,53,383.2 |
| 4.00 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of rods and watering | 67,797.71 | Sqm | 10.8 ₹7,32,215.25 Lowest | 20 ₹13,55,954.16 | 20 ₹13,55,954.16 |
| 5.00 | Construction of granular sub-m 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.
(II) For Grading II Material.. | 1,994.26 | Cum | 2,385 ₹47,56,310.1 | 2,650 ₹52,84,789 | 2,300 ₹45,86,798 Lowest |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable 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. | 995.36 | Cum | 4,680 ₹46,58,275.44 | 4,501.41 ₹44,80,514.45 | 4,150 ₹41,30,735.7 Lowest |
| 7.00 | Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage) | 13,283.25 | SQM | 1,125 ₹1,49,43,656.25 | 918.7 ₹1,22,03,321.78 | 900 ₹1,19,54,925 Lowest |
| 8.00 | 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 matter, dressing of sides and bottom and backfilling with approved material. (A) Ordinary soil | 525.3 | Cum | 85.5 ₹44,913.15 Lowest | 102 ₹53,580.6 | 100 ₹52,530 |
| 9.00 | Filling in foundation trenches as per drawing and technical specification. A) Sand filling | 34.78 | Cum | 900 ₹31,302 Lowest | 1,411.8 ₹49,102.4 | 1,300 ₹45,214 |
| 10.00 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (A) PCC grade M-10 (B) Nominal mix 1:3:6 | 2.04 | Cum | 5,400 ₹11,016 | 4,837 ₹9,867.48 Lowest | 4,900 ₹9,996 |
Tender Value
₹4.1 Cr
EMD Value
₹8.3 L
Closing Date
22 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam, Chandmari
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
RIDF-XXVI/Kokrajhar/01 Improvement of Road From Chilkikhata to Goraimari road (Providing EW in widening, GSB,WBM-III, ICBP, including CD Works-3 Nos) Under RIDF-XXVI of NABARD for the 2020-21
2021_PWD_21194_8
CE/STBR/NAB/ RIDF-XXVI/02/20-21/Pt/18
Open Tender
Civil Works
Item Rate
548 days
Kokrajhar, Bilasipara West
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, Assam State Road Board
₹8.3 L
Yes
5 Jul 2021
12 Feb 2021
23 Feb 2021
12 Feb 2021
22 Feb 2021
12 Feb 2021
12 Feb 2021 - 19 Feb 2021
Amount
A) Road Works : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I) By Manual Means A. In area of light 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 p g 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 shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1(I) Private land.
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of rods and watering
Construction of granular sub-m 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. (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 with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable 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.
Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
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 matter, dressing of sides and bottom and backfilling with approved material. (A) Ordinary soil
Filling in foundation trenches as per drawing and technical specification. A) Sand filling
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (A) PCC grade M-10 (B) Nominal mix 1:3:6
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I) with natural gravel (A) RCC grade M-20 (B) Nominal mix 1:2:4
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I) with natural gravel (A) PCC grade M-20 (B) Nominal mix 1:2:4
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification I) with natural gravel (A) RCC grade M-25 (B) Height up to 5m
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement (From Primary Producer : TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/Rini) in foundation complete as per drawing and technical specifications
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement (From Primary Producer : TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/Rini) in sub-structure complete as per drawing and technical specifications
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Providing and laying Reincorced Cement Concrete in super structure as per drawing and technical specification. with natural gravel (A) RCC grade M-25 (B) Height up to 5m
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement (From Primary Producer : TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/Rini) in super-structure complete as per drawing and technical specifications
Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification. Clauses 800 & 1206.3, B) With Natural Gravel
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. (I) Cement concrete grade M-10
Drainage Spouts complete as per drawing and technical specification
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyong curtain wall
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 matter, dressing of sides and bottom and backfilling with approved material. (A) Ordinary soil
Filling in foundation trenches as per drawing and technical specification. A) Sand filling
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (A) PCC grade M-10 (B) Nominal mix 1:3:6
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I) with natural gravel (A) RCC grade M-20 (B) Nominal mix 1:2:4
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I) with natural gravel (A) PCC grade M-20 (B) Nominal mix 1:2:4
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification I) with natural gravel (A) RCC grade M-25 (B) Height up to 5m
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement (From Primary Producer : TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/Rini) in foundation complete as per drawing and technical specifications
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement (From Primary Producer : TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/Rini) in sub-structure complete as per drawing and technical specifications
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Providing and laying Reincorced Cement Concrete in super structure as per drawing and technical specification. with natural gravel (A) RCC grade M-25 (B) Height up to 5m
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement (From Primary Producer : TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/Rini) in super-structure complete as per drawing and technical specifications
Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification. Clauses 800 & 1206.3, B) With Natural Gravel
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. (I) Cement concrete grade M-10
Drainage Spouts complete as per drawing and technical specification
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyong curtain wall
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 matter, dressing of sides and bottom and backfilling with approved material. (A) Ordinary soil
Filling in foundation trenches as per drawing and technical specification. A) Sand filling
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (A) PCC grade M-20 (B) Nominal mix 1:2:4
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification I) with natural gravel (A) RCC grade M-25 (B) Height up to 5m
Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement (From Primary Producer : TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/Rini) in sub-structure complete as per drawing and technical specifications
Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification. Clauses 800 & 1206.3, B) With Natural Gravel
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Planting of trees by the road side (Avenue trees) in 0.60m dia holes 1 m deep dug in the ground mixing the soil with decayed farm yard / sludge mannudre, planting the sapling, back filling the trenches, watering, fixing the tree guard and maintaining the plants for thdree year
(Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirts, dusts and other foreign matter, demarcation at site and traffic control.
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (A) 800mm X 600mm rectangular
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (B) 600mm equilateral triangler
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (A) Ordinary Kilometer stone (Precast)
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (B)200th meter stone (Precast) as per IRC:26-1967.
AGH CONSTRUCTIONS PRIVATE LIMITED
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