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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance HOUSE NO 20 BAGHARBARI VIDYANAGAR 2 PANJABARI GUWAHATI ASSAM 781037 | KAMRUP METRO | ASSAM | 781037 | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.8 CrAdmitted-Finance MIRZA MD RAIHAN 4TH BYE LANE SAHAB TILA M T ROAD BAMUNIMAIDAM GEETANAGAR GUWAHATI KAMRUP M ASSAM 781021 | KAMRUP | KAMRUP M | ASSAM | 781021 | ₹1.8 Cr | L1 | Admitted-Finance |
| 3 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 4 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 5 | L2₹1.8 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹1.8 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Pusphas Construction Pvt Ltd L1 | dhaneswar kalita L1 | Mukul Borah L1 | M/S Nirman L1 | Abdur Rekib L2 | M/S INFRASPREAD SERVICES L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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.
By Manual Means- In area of non thorny jungle | 0.54 | Hect | - | - | - | - | - | - |
| 2.00 | Scarifying Existing Bituminous Surface to a depth of 150mm by Mechanical means-Scarifying Existing Bituminous Surface to a depth of 150mm & disposal of scarified materials with a lift upto 3.00m and lead upto 1000m as per Technical Specification. | 6,750 | Sqm | - | - | - | - | - | - |
| 3.00 | Construction of Subgrade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1-Private Land | 942.7 | Cum | - | - | - | - | - | - |
| 4.00 | By mix in place method 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-For Grading II Material | 487.5 | Cum | - | - | - | - | - | - |
| 5.00 | For WBM Grading 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 80-100 kN 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.- Grading III (b0 Using Screening Type-B (11.2mm Agg.) | 528.75 | Cum | - | - | - | - | - | - |
| 6.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete_including carriage Including Edge block/ Edge restraints | 6,750 | Sqm | - | - | - | - | - | - |
| 7.00 | Providing and laying Coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 completeincluding carriage and as directed A)Including Edge block/ Edge restraints Extra for providing & laying coloured interlocking concrete block pavement as per technical specification clause 1504 complete _including carriage | 300 | Sqm | - | - | - | - | - | - |
| 8.00 | Construction of RCC Cover Drain Cum Footpath -Excavation for Structures : Earth work in excavation for structures as per drawing and technical specification 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, backfillingthe excavated earth to the extend required & utilising the remaining earth locally for road work (i) In ordinary soil A. Manual means (Depth up to 3.00 m ) (Without dewatering ) | 792 | Cum | - | - | - | - | - | - |
| 9.00 | Providing and laying of dry rubble flooring complete as per Drawing & Technical Specification clause 1303.3 | 99 | Cum | - | - | - | - | - | - |
| 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, (I) Nominal mix 1:3:6 (Hand mixed ) | 66 | Cum | - | - | - | - | - | - |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Kam/AD19-20/02 Construction of aprroach to Bura Gokhai Than , Sitara
2020_PWD_16002_223
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
270 days
Kamrup Rural
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,100
Empowered Officer, ASRB
₹4.1 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
27 Feb 2020
27 Jan 2020
6 Feb 2020
27 Jan 2020
5 Feb 2020
27 Jan 2020
27 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
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. By Manual Means- In area of non thorny jungle
Scarifying Existing Bituminous Surface to a depth of 150mm by Mechanical means-Scarifying Existing Bituminous Surface to a depth of 150mm & disposal of scarified materials with a lift upto 3.00m and lead upto 1000m as per Technical Specification.
Construction of Subgrade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1-Private Land
By mix in place method 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-For Grading II Material
For WBM Grading 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 80-100 kN 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.- Grading III (b0 Using Screening Type-B (11.2mm Agg.)
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete_including carriage Including Edge block/ Edge restraints
Providing and laying Coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 completeincluding carriage and as directed A)Including Edge block/ Edge restraints Extra for providing & laying coloured interlocking concrete block pavement as per technical specification clause 1504 complete _including carriage
Construction of RCC Cover Drain Cum Footpath -Excavation for Structures : Earth work in excavation for structures as per drawing and technical specification 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, backfillingthe excavated earth to the extend required & utilising the remaining earth locally for road work (i) In ordinary soil A. Manual means (Depth up to 3.00 m ) (Without dewatering )
Providing and laying of dry rubble flooring complete as per Drawing & Technical Specification clause 1303.3
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, (I) Nominal mix 1:3:6 (Hand mixed )
- Supplying fitting & placing TMT (Fe-500 D) reinforcement Bar(from TATA/SAIL/Esser Steel/Jindal/Shyam Steel/RINL) in foundation complete as per drawing and Technical specifications Clause 1002,1010 &1202
Providing & laying reinforced cement concrete in super structure as per drawing & technical specifications clauses 800,1205.4 & 1205.5 With crushed stone- RCC Grade M-20 For nominal mix 1:2:4 ( @ 28.00 Kg/Sqm)
Backfilling behind abutment,wing wall ,& return wall complete as per drawing & technical specification Clause 1204.3.8
Construction of RCCSlab Culvert -Excavation for Structures : Earth work in excavation for structures as per drawing and technical specification 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, backfillingthe excavated earth to the extend required & utilising the remaining earth locally for road work (i) In ordinary soil A. Manual means (Depth up to 3.00 m ) (Without dewatering )
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, (I) Nominal mix 1:3:6 (Hand mixed )
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202, 1203. A. With Natural gravel (I)P.C.C. Grade M20, (I) Nominal mix 1:2:4
Providing & laying reinforced cement concrete in super structure as per drawing & technical specifications clauses 800,1205.4 & 1205.5 With crushed stone- RCC Grade M-20 For design mix RCC M-20 Height upto 5.00m
Drainage spouts complete as per drawings & technical specification clauses 1209
Providing and filling joint sealing compound as per drawing & technical specifications with coarse & 6% bitumen by weight
Supplying fitting & placing TMT bar reinforcement Bar in superstructure complete as per drawing and Technical specifications Clause 1002,1010 &1202
Providing Weep holes in brick masonry/ Stone masonry Plain reinforced complete abutment,wing wall,return wall,with 100mm 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 & technical specification Clause 614,709,1204.3.7
Providing & laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing & technical specifications clauses 800,1206.3 A. With crushed stone-
Retro reflectorised Traffic sign: Providing and erecting of Retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mmx 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x45cm x 60cm, 60cm below ground level as per approved drawing & technical specification Clause 801, (ii) 600mm Equilateral triangle
(ii) 600mm Circular
Direction & Place identification signs upto 0.9 sqm size Board Retro reflectorised Traffic sign: Providing and erecting of Retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity 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 angle iron post 75mm x 75mmx 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x45cm x 60cm, 60cm below ground level as per approved drawing & technical specification Clause1701
Kilometer Stone- RCC M15 grade Kilometre Stone / local stone of standard design as per IRC: 8 fixing in position including painting and printing etc as per drawing & technical specification Clause1702 (ii) Ordinary Kilometre Stone (Precast)
(iii) 200m stone (Precast)
Painting lines, dashes, Arrows etc. on road in two coats on new work with ready mexed road marking paint conforming to IS:164 on bituminous /concrete surface . Including cleaning the surface of all dirt,dust & other foreign matter demarcation at site & traffic control as per drawing & Technical Specification clause 1702
Planting of Trees & their Maintenance for three years Planting of trees by the road side ( Avenue Trees) in 0.60m dia Holes 1.00m deep dug in the ground mixing the soil with decayed farm yard, sludge manure,planting the saplings, backfilling the trenches ,watering , fixing the tree guard and mainting the plants for three years.
Routine maintenance for 1 year@Rs 28,107.39
Routine maintenance for 2 year@Rs 32,202.48
Routine maintenance for 3year@Rs 39563.96
dhaneswar kalita
Mukul Borah
M/S Nirman
Abdur Rekib
M/S INFRASPREAD SERVICES
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