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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC awarded |
| 2 | L2₹1.1 Cr+₹1,647 (0.01%)Rejected-AOC A T ROAD HOUSE NO 0 CITY TOWN BOKAKHAT P O BOKAKHAT P S BOKAKHAT DIST GOLAGHAT PIN 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹1.1 Cr+₹1,647 (0.01%) | L2 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | NK AGARWALLA L2 | Jay Agarwalla L1 |
|---|---|---|---|---|---|
| 1.00 | Makingup loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipmentat OMC up to a lead of 1000m as per technical specification Clause 1903.
(existing width of shoulder is considered 1.00m) | 11,767.5 | sqm | 70 ₹8,23,725 Lowest | 70 ₹8,23,725 Lowest |
| 2.00 | Removal of unsuitable soil including excavation, loading and disposal upto1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 511.96 | cum | 60 ₹30,717.72 | 50 ₹25,598.1 Lowest |
| 3.00 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9
I.Sand filling. | 511.96 | cum | 1,300 ₹6,65,548 | 1,040 ₹5,32,438.4 Lowest |
| 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 Specification Clause 401.
(ii)for grading II material | 256.24 | cum | 2,000 ₹5,12,472.63 Lowest | 2,000 ₹5,12,472.63 Lowest |
| 5.00 | WBM Grading-2
Using stone screening Type-B 11.2mm for Gr.II
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 handpacking, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber,applying and brooming,stonescreening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
A.By manual means | 127.99 | cum | 3,200 ₹4,09,568 | 3,000 ₹3,83,970 Lowest |
| 6.00 | WBM Grading-3
Using stone screening Type-B 11.2mm for Gr.III
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.
Using stone screening Type-B 11.2mm for Gr.III | 127.99 | cum | 3,200 ₹4,09,568 | 3,000 ₹3,83,970 Lowest |
| 7.00 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface,damaged edge sand ravelling as per technical specification
Clause 1906 | 3,892.18 | sqm | 280 ₹10,89,810.4 | 250 ₹9,73,045 Lowest |
| 8.00 | Prime Coat
Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 3,892.18 | sqm | 46 ₹1,79,040.28 | 45 ₹1,75,148.1 Lowest |
| 9.00 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 20,200.88 | sqm | 19 ₹3,83,816.72 | 18 ₹3,63,615.84 Lowest |
| 10.00 | Semi Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 ΤΡΗ batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd, grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H l no.508 complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt)
(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)
(1) with 60/70 or VG-30 grade bitumen for Gradingll(10 mm nominal size) | 508.49 | cum | 10,250 ₹52,12,022.5 Lowest | 11,000 ₹55,93,390 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
30 Jul 2025, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Reconstruction of Road from Naojan to Sarupathar via No.2 Korigaon Road (From Ch. 1.0 KM to 4.40 KM and 8.90 Km to 10.73 Km) under Mukhya Mantrir Path Nobikaran Aachani for the year 2025-26 in Golaghat District ( Sarupathar LAC)
2025_PWD_45495_21
CE/Commn/16/202526/3
Open Tender
Civil Works – Roads
Works
180 days
Sarupathar
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,200
₹2.2 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
5 Sept 2026
11 Jul 2025
30 Jul 2025
11 Jul 2025
30 Jul 2025
11 Jul 2025
11 Jul 2025 - 30 Jul 2025
18 Jul 2025
Amount
Removal of unsuitable soil including excavation, loading and disposal upto1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 I.Sand filling.
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. (ii)for grading II material
WBM Grading-2 Using stone screening Type-B 11.2mm for Gr.II 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 handpacking, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber,applying and brooming,stonescreening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 A.By manual means
WBM Grading-3 Using stone screening Type-B 11.2mm for Gr.III 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. Using stone screening Type-B 11.2mm for Gr.III
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface,damaged edge sand ravelling as per technical specification Clause 1906
Prime Coat Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 ΤΡΗ batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd, grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H l no.508 complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (1) with 60/70 or VG-30 grade bitumen for Gradingll(10 mm nominal size)
Providing Hume type speed breaker Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level andalignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
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
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100 (in prop. 1-4)
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm equilateral triangle
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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm circular
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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mmx 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 800mmx600mm rectangular
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
NK AGARWALLA (BID ID -273008)
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