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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 CrSame as L1Admitted-Finance | ₹3.9 CrSame as L1 | L2 | Admitted-Finance |
| 3 | L3₹3.9 CrSame as L1Admitted-Finance MATIFATA HOUSE NO 59 FAKIRGANJ P O RAVATARY P S FAKIRGANJ DIST DHUBRI PIN 783330 | DHUBRI | ASSAM | 783330 | ₹3.9 CrSame as L1 | L3 | Admitted-Finance |
| 4 | L3₹3.9 CrSame as L1Admitted-Finance NAYAPARA P O AND P S GOALPARA DIST GOALPARA ASSAM PIN 783101 | GOALPARA | ASSAM | 783101 | ₹3.9 CrSame as L1 | L3 | Admitted-Finance |
| 5 | L4₹3.9 CrSame as L1Admitted-Finance SONAHARA GOALPARA P O KHARMUZA P S BAGUAN PIN 783101 DIST GOALPARA ASSAM | GOALPARA | ASSAM | 783101 | ₹3.9 CrSame as L1 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Alimuddin Mondal L3 | ASTROPHER BORGOYARY L7 | M/S Bass Forum L6 | Giyas Uddin Ahmed L2 | SHAHI MD. KARIM L3 | Md. Nachin Uddin L1 | UNICON PROJECTS PVT. LTD. L5 | MR SHOBHAN KUMAR SAHA L4 | LUTFAR RAHMAN L4 | MIDAS CONSTRUCTIONS L4 | Nozrul Islam L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | (1)Tarangajhar steel Br. to Kumri via Cirakuti Dev. Block Road 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 material to be used or auctioned up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thick as per MORTH specification 201.By manual means. A. In area of light jungle. | 0.34 | Hec | 45,000 ₹15,300 | 35,000 ₹11,900 | 25,000 ₹8,500 | 47,484.2 ₹16,144.63 | 45,000 ₹15,300 | 35,000 ₹11,900 | 19,000 ₹6,460 Lowest | 46,900 ₹15,946 | 29,462 ₹10,017.08 | 50,000 ₹17,000 | 46,900 ₹15,946 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lifts up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5 (i) From Private land | 7,215.5 | Cu.m | 280 ₹20,20,340 | 225 ₹16,23,487.5 | 300 ₹21,64,650 | 228 ₹16,45,134 | 230 ₹16,59,565 | 140 ₹10,10,170 Lowest | 230 ₹16,59,565 | 250 ₹18,03,875 | 275 ₹19,84,262.5 | 200 ₹14,43,100 | 250 ₹18,03,875 |
| 3.00 | Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead up to 1000 m as per technical specification clause 303.1 (i) From private land | 6,362.9 | Cu.m | 320 ₹20,36,128 | 240 ₹15,27,096 | 350 ₹22,27,015 | 304.35 ₹19,36,548.61 | 280 ₹17,81,612 | 170 ₹10,81,693 Lowest | 250 ₹15,90,725 | 310 ₹19,72,499 | 295 ₹18,77,055.5 | 250 ₹15,90,725 | 310 ₹19,72,499 |
| 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 specificaion Clause 401. (ii) For Grading ii Material.. | 1,547.34 | Cu.m. | 3,800 ₹58,79,892 | 3,000 ₹46,42,020 | 3,900 ₹60,34,626 | 4,125.4 ₹63,83,396.44 | 4,200 ₹64,98,828 | 4,000 ₹61,89,360 | 2,960.56 ₹45,80,992.91 | 4,500 ₹69,63,030 | 3,437 ₹53,18,207.58 | 2,500 ₹38,68,350 Lowest | 4,500 ₹69,63,030 |
| 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 roller 80-100 KN in stages to proper grade and camber, applying and screening and brooming stone screening / binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading III as per Tech. specification Clause 405. A) By Manual Means. | 928.41 | Cu.m. | 4,500 ₹41,77,845 | 4,150 ₹38,52,901.5 | 4,000 ₹37,13,640 Lowest | 5,298.6 ₹49,19,273.23 | 4,600 ₹42,70,686 | 5,585 ₹51,85,169.85 | 5,200 ₹48,27,732 | 5,250 ₹48,74,152.5 | 4,125 ₹38,29,691.25 | 6,500 ₹60,34,665 | 5,250 ₹48,74,152.5 |
| 6.00 | ii) Providing and laying interlocking concrete block pavement having thickness 80 mm as per drawing and technical specification clause 1504. | 12,378.75 | Sq.m | 1,100 ₹1,36,16,625 | 1,325 ₹1,64,01,843.75 | 1,050 ₹1,29,97,687.5 | 1,049 ₹1,29,85,308.75 Lowest | 1,120 ₹1,38,64,200 | 1,145 ₹1,41,73,668.75 | 1,250 ₹1,54,73,437.5 | 1,239.08 ₹1,53,38,261.55 | 1,178 ₹1,45,82,167.5 | 1,200 ₹1,48,54,500 | 1,239.08 ₹1,53,38,261.55 |
| 7.00 | RCC Box Culvert 3m X 3m (Single cell) = 1No. Earth work in excavation for 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. I. Ordinary Soil A. By Mannual Means
Without dewatering
(i) upto 3.00m depth Bed floor, Curtain wall,For Apron | 112.06 | Cm | 100 ₹11,206 | 90 ₹10,085.4 | 200 ₹22,412 | 87.07 ₹9,757.06 | 100 ₹11,206 | 110 ₹12,326.6 | 75 ₹8,404.5 Lowest | 110 ₹12,326.6 | 79 ₹8,852.74 | 80 ₹8,964.8 | 110 ₹12,326.6 |
| 8.00 | Sand Filling in Foundation Trenches as per Drawing and Technical Specification. | 8.89 | Cm | 4,200 ₹37,346.4 | 850 ₹7,558.2 | 1,200 ₹10,670.4 | 1,454.96 ₹12,937.5 | 4,200 ₹37,346.4 | 1,000 ₹8,892 | 750 ₹6,669 | 1,910 ₹16,983.72 | 439 ₹3,903.59 Lowest | 1,200 ₹10,670.4 | 1,910 ₹16,983.72 |
| 9.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14days.). For Bed Floor, Footing of Curtain wall | 4.08 | Cum | 5,200 ₹21,216 | 4,000 ₹16,320 Lowest | 6,000 ₹24,480 | 5,840.1 ₹23,827.61 | 5,200 ₹21,216 | 5,500 ₹22,440 | 5,500 ₹22,440 | 5,750 ₹23,460 | 4,910 ₹20,032.8 | 6,000 ₹24,480 | 5,750 ₹23,460 |
| 10.00 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without Plasticiser :
B.PCC GradeM20 | 3.88 | Cum | 5,500 ₹21,318 | 5,000 ₹19,380 Lowest | 9,000 ₹34,884 | 7,031.8 ₹27,255.26 | 5,500 ₹21,318 | 5,500 ₹21,318 | 6,500 ₹25,194 | 7,100 ₹27,519.6 | 5,892 ₹22,837.39 | 7,500 ₹29,070 | 7,100 ₹27,519.6 |
Tender Value
₹4.3 Cr
EMD Value
₹8.6 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/ Goalpara/02 Construction of Road from (i) Tarangajhar steel bridge to Kumri via Chirakuti development block (ii) Baulori to Gunalpani road under RIDF-XXVII (NABARD) for the year 2021-22 under PWD, Goalpara West and Jaleswar Territorial Ro
2021_PWD_22713_8
CE/STBR/ RIDF-XXVII/03/21-22/1 Dtd. 24 -08-2021
Open Tender
Civil Works – Roads
Item Rate
545 days
Jaleswar
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered officer, Assam State Road Board
₹8.6 L
Yes
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
30 Nov 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)Tarangajhar steel Br. to Kumri via Cirakuti Dev. Block Road 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 material to be used or auctioned up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thick as per MORTH specification 201.By manual means. A. In area of light jungle.
Construction of embankment with approved material obtained from borrow pits with a lifts up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5 (i) From Private land
Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead up to 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 specificaion 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 smooth roller 80-100 KN in stages to proper grade and camber, applying and screening and brooming stone screening / binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading III as per Tech. specification Clause 405. A) By Manual Means.
ii) Providing and laying interlocking concrete block pavement having thickness 80 mm as per drawing and technical specification clause 1504.
RCC Box Culvert 3m X 3m (Single cell) = 1No. Earth work in excavation for 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. I. Ordinary Soil A. By Mannual Means Without dewatering (i) upto 3.00m depth Bed floor, Curtain wall,For Apron
Sand Filling in Foundation Trenches as per Drawing and Technical Specification.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14days.). For Bed Floor, Footing of Curtain wall
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without Plasticiser : B.PCC GradeM20
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (I) (a) Height up to 5m Case I : Using Concrete Mixer For slab, hunch & Return wall
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (I) A(II)a. RCC GRADEM25 Case I : Using Concrete Mixer (i)For Solid SlabSuper-Structure (a) Height up to 5m For slab (Top),Hunch & Parapet wall
Supplying,fitting and placing TMT bar reinforcement insubstructure complete as per drawing and technical specifications. (ii)With TATA make TMTrebar. For Box & Return Wall
Reinforcement in SuperStructure: Supplying,fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications. (ii) With TATA make TMT rebar.
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall returnwall with100mm dia ACpipe,extending through the full width of the structure with slope of 1V:20 H towards drawing force. Complete as per drawing and Technical specification.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B. Sandy Soil
Providing Curtain wall complete as per drawing and Technical Specifications. iii) Cement concrete grade M10 Curtain Wall
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
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 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600mm below Ground level as per drawing and tech. specifications and drawings clause 801 (iv) 80 Cm x 60 cm rectangular
RCC Box Culvert 2mx2m(2cell) = 1NO Earth in excavation for structures as per drawing and technical specifications clause301.1 including setting out ,construction of shoring and bracing ,removal of slumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and back filling in trenches with excavated suitable material. Ordinary soil Upto 3.00m depth Cut off wall, Curtain Wall, Apron
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 (i) sand filling
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 PCC Grade M15(i)Nominal Mix 1;3;6 For Curtain Wall Footing
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) PCC Grade M20(i)Nominal Mix 1;2;4 For Box & Return Wall
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802 ,804,805,806,807,1202,&1204 B. With Natural Gravel(IV) RCC Grade M25(i)Height up to 5m. For Slab, Hunch, Return Wall & Cut off Wall
Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications clause 800 ,1205.4,&1205.5 A. With crushed stone (II)RCC Grade M 25 (i)Height up to 5m For Slab, Hunch, Kerb wall & Rail post
Construction of RCC railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate ,true to line and grade ,tolerance of vertical railing post not to exceed 1 in 500 ,centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800,900 and 1208.3 For Rail Bar
Supplying,fitting and placing TMT reinforcement bar(from primary producer.TATA/SAIL/Esser steel/Shyam steel/Jindal Steel/RINL) in substructure complete as per drawing and technical specifications clauses 1002,1005,1012 For Box, Return wall & Cut off wall
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar(fromprimary producer.TATA/SAIL/Esser steel/Shyam steel/Jindal Steel/RINL) in superstructure complete as per drawing and technical specifications clauses 1002,1010&1012 For box, Rail post & Kerb wall
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings and technical specifications clause 800 ,1206.3 (A). With crushed stone
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall return wall with 100mm dia ACpipe,extending through the full width of the structure with slopeof 1V:20H towards drawing force. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Clause 1204.3.8 B. Granular Materials
Providing Curtain wall complete as per drawing and Technical Specifications. iii) Cement concrete grade M10
Drainage spouts complete as per drawing and technical specifications clause 1209
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
(2) Baunori to Gunaipani road 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 material to be used or auctioned up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thick as per MORTH specification 201.By manual means.A. In area of light jungle.
Construction of embankment with approved material obtained from borrow pits with a lifts up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5 (i) From Private land
Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead up to 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 specificaion 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 smooth roller 80-100 KN in stages to proper grade and camber, applying and screening and brooming stone screening / binding materials to fill up the interstices of course aggregate, watering and compacting to the required density. Grading III as per Tech. specification Clause 405. A) By Manual Means.
i) Providing and laying interlocking concrete block pavement having thickness 80 mm as per drawing and technical specification clause 1504.
Road Furniture 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 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600mm below Ground level as per drawing and tech. specifications and drawings clause 801.
Giyas Uddin Ahmed
Alimuddin Mondal
SHAHI MD. KARIM
MR SHOBHAN KUMAR SAHA
Nozrul Islam
MIDAS CONSTRUCTIONS
LUTFAR RAHMAN
UNICON PROJECTS PVT. LTD.
M/S Bass Forum
ASTROPHER BORGOYARY
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