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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹3.4 L (2.00%)Admitted-Finance C O SOBHA RAMCHIARY VILL GOLDINGPARA P O PAMUA PATHAR P S MUSHALPUR DIST BAKSA BTC ASSAM PIN 781372 | GOLDINGPARA | BAKSA | ASSAM | 781372 | ₹1.7 Cr+₹3.4 L (2.00%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MANIN BORO L1 | Ramen Ramchiary L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing road land including uprooting rank vegetation grass bushes shrubs sampling and trees girth up to 300mm removal stumps of trees cut earlier and disposal of nerviceable materials and staking of serviseaable materials to be use or acutioned up to a lead of 1000m including removal and disposal of top orgenic soil not exceeding 150mm in thickness as per MORTH specification 201.i) By Manual Means (A) In area of non thorny jungle | 0.88 | Hectre | 40,568 ₹40,568 Lowest | 41,379.36 ₹41,379.36 |
| 2.00 | Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per techinal specification clause 301.5.
(a) from private land | 4,490.42 | Cum | 11,71,999.62 ₹11,71,999.62 Lowest | 11,94,451.72 ₹11,94,451.72 |
| 3.00 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, sreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1
(a) from private land | 3,275.83 | Cum | 10,61,368.92 ₹10,61,368.92 Lowest | 10,81,023.9 ₹10,81,023.9 |
| 4.00 | Construction of granular sub-base by
providing well graded meterials, sreading 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 achieved the desired density, complete as per technical specification clause 401.
(ii) for grading II material | 1,233.11 | Cum | 24,45,257.13 ₹24,45,257.13 Lowest | 24,94,581.53 ₹24,94,581.53 |
| 5.00 | Water Bound Macadam Sub-base /base (only for (PMGSY work) WBM Grading 3
Using stone screening Type-A 13.2 mm for Gr 3
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 wheel roller 80-100kN 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 | 616.56 | Cum | 21,54,260.64 ₹21,54,260.64 Lowest | 21,97,419.84 ₹21,97,419.84 |
| 6.00 | Interlocking Concrete Block Pavement with Edge Restrain
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 a) including Edge block/Edge restraints | 8,220.75 | Sqm | 85,33,138.5 ₹85,33,138.5 Lowest | 87,05,774.25 ₹87,05,774.25 |
| 7.00 | Direction and Place identification signs upto 0.9 sqm size board A Retro - reflectorised Traffic signs
A Retro - reflectorised Traffic signs
(i) Providing and erecting direction and place identification retro reflectorised sign as per IRC :67 made of encapsulated lens reflective sheeting vide Clause 1701.2.3 fixed over aluminium type sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1 | Each | 13,750.11 ₹13,750.11 Lowest | 14,027.54 ₹14,027.54 |
| 8.00 | Traffic Signs
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 fixing over alumunium sheeting, 1.5 mm thick 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 M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801
(ii) 60 cm equlateral triangle | 2 | Each | 8,414 ₹8,414 Lowest | 8,582 ₹8,582 |
| 9.00 | Construction of 2.00m span slab Culvert
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 | 169.78 | Cum | 19,524.7 ₹19,524.7 Lowest | 19,864.26 ₹19,864.26 |
| 10.00 | 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
I. P.C.C grade M 10
Nominal mix 1:3:6 | 18.36 | Cum | 1,08,232.2 ₹1,08,232.2 Lowest | 1,10,398.68 ₹1,10,398.68 |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
28 Dec 2021, 2:00 pmClosed
Executive Engineer
Executive Engineer, PWD, Mushalpur R and B Division
Construction of ICBP road from Amarabati Shiva Mandir to Silpata Reserve, Mushalpur, Baksa, BTC under TSP SCSP, WPT and BC, Assam for the year 2019-2020
2021_PWD_23792_1
TSP_SCSP_WPT_BC
Open Tender
Civil Works
Item Rate
365 days
Amarabati Shiva Mandir to Silpata Reserve
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,000
Empowered Officer, Assam State Road Board
₹3.4 L
Yes
5 Jan 2022
23 Dec 2021
29 Dec 2021
23 Dec 2021
28 Dec 2021
23 Dec 2021
Clearing and Grubbing road land including uprooting rank vegetation grass bushes shrubs sampling and trees girth up to 300mm removal stumps of trees cut earlier and disposal of nerviceable materials and staking of serviseaable materials to be use or acutioned up to a lead of 1000m including removal and disposal of top orgenic soil not exceeding 150mm in thickness as per MORTH specification 201.i) By Manual Means (A) In area of non thorny jungle
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per techinal specification clause 301.5. (a) from private land
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, sreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (a) from private land
Construction of granular sub-base by providing well graded meterials, sreading 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 achieved the desired density, complete as per technical specification clause 401. (ii) for grading II material
Water Bound Macadam Sub-base /base (only for (PMGSY work) WBM Grading 3 Using stone screening Type-A 13.2 mm for Gr 3 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 wheel roller 80-100kN 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
Interlocking Concrete Block Pavement with Edge Restrain Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 a) including Edge block/Edge restraints
Direction and Place identification signs upto 0.9 sqm size board A Retro - reflectorised Traffic signs A Retro - reflectorised Traffic signs (i) Providing and erecting direction and place identification retro reflectorised sign as per IRC :67 made of encapsulated lens reflective sheeting vide Clause 1701.2.3 fixed over aluminium type sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701
Traffic Signs 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 fixing over alumunium sheeting, 1.5 mm thick 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 M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801 (ii) 60 cm equlateral triangle
Construction of 2.00m span slab Culvert 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 M 10 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 B. With natural Gravel III. P.C.C Grade M20 Nominal mix (1:2:4)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With crushed stone I. R.C.C grade M 20 i. For nominal mix 1:2:4 a) Height upto 5 M
Drainage spouts complete as per drawing and technical specifications Clause 1209
Filler Joint iv. Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
Supplying, fitting and placing TMT (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 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
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With crushed stone
Ramen Ramchiary
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