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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance ASSAM GUWAHATI | GUWAHATI | ASSAM | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.8 Cr+₹20.4 L (5.71%)Admitted-Finance | ₹3.8 Cr+₹20.4 L (5.71%) | L2 | Admitted-Finance |
| 3 | L3₹4.2 Cr+₹59.6 L (16.6%)Admitted-Finance | ₹4.2 Cr+₹59.6 L (16.6%) | L3 | Admitted-Finance |
| 4 | L4₹4.2 Cr+₹59.6 L (16.6%)Admitted-Finance | ₹4.2 Cr+₹59.6 L (16.6%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S Bright Engineer L1 | Sri Raja Ram Malakar L2 | Raju Mesh L3 | M/S B.K DAS L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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(i) upto 3m depth | 38.73 | Cum | - | - | - | - |
| 2.00 | Bored Cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m (Pile dia 1000m), | 441.91 | Rm | - | - | - | - |
| 3.00 | Levelling course for pile cap | 11.64 | Cum | - | - | - | - |
| 4.00 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M25 | 160.61 | Cum | - | - | - | - |
| 5.00 | Supplying, fitting and placing confirming to IS:1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications | 77.53 | Mt | - | - | - | - |
| 6.00 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork RCC grade-M25 | 200.21 | Cum | - | - | - | - |
| 7.00 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications , With other make ISI marked TMT rebar | 17.52 | Mt | - | - | - | - |
| 8.00 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 1,61,280 | Cucm | - | - | - | - |
| 9.00 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork., RCC M-25Grade | 191 | Cum | - | - | - | - |
| 10.00 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications 1600 of MORTH specification of roads and bridge works for superstructure works,b) With TATA make TMT rebar | 29.7 | Mt | - | - | - | - |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
10 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Kam/AD19-20/07 Construction of Laheswari Temple Parghat approach Road, including RCC Bridge 1/1
2020_PWD_16002_228
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
₹10,000
Empowered Officer, ASRB
₹8.0 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
27 Feb 2020
29 Jan 2020
11 Feb 2020
29 Jan 2020
10 Feb 2020
29 Jan 2020
29 Jan 2020 - 1 Feb 2020
30 Jan 2020
Amount
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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(i) upto 3m depth
Bored Cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m (Pile dia 1000m),
Levelling course for pile cap
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M25
Supplying, fitting and placing confirming to IS:1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork RCC grade-M25
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications , With other make ISI marked TMT rebar
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork., RCC M-25Grade
Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications 1600 of MORTH specification of roads and bridge works for superstructure works,b) With TATA make TMT rebar
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 of MORTH specification of roads and bridge work.
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.
Burried Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
Drainage Spouts complete as per drawing and Technical specification clause 2705 of MORTH Specification of roads and bridge work for suoerstructure works
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification, b) With TATA make TMT grade rebar
Protection Work- Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid in dry in front of toe of embankment complete as per drawing and Technical specification
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Providing and laying boulder apron on river bed for protevtion against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Clearing and grabbing road land including uprooting rank vegetation, grass, brush, shrubs sapling and trees of girth upto 300mm removal of stumps, disposal of unserviceable materials and slaking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic and not exceeding 150 mm in thickness as per Technical Specification Clause 201
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading grading to required slope and compacted to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per Technical specification clause 301 (i) private land
Construction of Sub grade and Earthen shoulder with approved materials 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 1000m as per Technical Specification clause 303.1 (1)Private Land
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density complete as per Technical specification clause 401 with all leads. For Grading-III Material
Water Bound Macadam (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/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the reqd. density Grading-2 as per Technical Specification clause 405 By Manual Means, Grading- II, 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 cost of edge restrain wall)
RCC Guard post: Supplying, fitting and fixing RCC guard post size 15cm dia, 150cm long, 75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportion 1:2:4 with broken stone aggregate up to 20mm size including centering, moulding the top curing painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos of desired shade etc, as per design and direction complete 30 cm dia RCC guard post with reinforcement of 6nos 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c/c
Slab Culvert- Earthwork 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. (I) Ordinary Soil: A. Manual Means: With dewatering: i) Depth up to 3 m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone P.C.C grade M 10
Brick masonry work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clause 1109. (A) Brick ,Masonry in 1:4 cement mortar
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20
Drainage spouts complete as per drawing and technical specifications Clause 1209
20mm Joint Filler- Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 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
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandator & 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)(ii) 600mm equilateral traingle
(iii) 600mm circular.
800mm x 600mm square
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
1st Year Routine Maintenance
2nd Year Routine Maintenance
3rd Year Routine Maintenance
Sri Raja Ram Malakar
Raju Mesh
M/S B.K DAS
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