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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance B1 BLOCK II DIBANG RESIDENCY PENSIONPARA ROAD GUWAHATI 3 | KAMRUP METRO | ASSAM | 781001 | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹1.2 L (0.97%)Admitted-Finance DIGHALI PATHAR TINISUKIA PO TAL PATHAR PS BORDUMSA DIST TINISUKIA PIN 786152 | TINSUKIA | ASSAM | 786152 | ₹1.3 Cr+₹1.2 L (0.97%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | LALON KR MORAN L2 | Sri Girin Chutia L1 |
|---|---|---|---|---|---|
| 1.00 | Charigaon Neemati Road
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) | 6,000 | sqm | 90 ₹5,40,000 | 70 ₹4,20,000 Lowest |
| 2.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification
Clause 406. | 166.24 | cum | 6,500 ₹10,80,560 | 4,000 ₹6,64,960 Lowest |
| 3.00 | 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 | 1,662.44 | sqm | 45 ₹74,809.8 | 41 ₹68,160.04 Lowest |
| 4.00 | 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. | 16,995 | sqm | 20 ₹3,39,900 Lowest | 20 ₹3,39,900 Lowest |
| 5.00 | Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% 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 cl. no.509. 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.) | 509.85 | cum | 12,000 ₹61,18,200 | 11,300 ₹57,61,305 Lowest |
| 6.00 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801
(1) 600mm circular | 4 | each | 5,000 ₹20,000 Lowest | 6,000 ₹24,000 |
| 7.00 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801
(1) 800mmx600 rectangular | 3 | each | 6,000 ₹18,000 Lowest | 6,000 ₹18,000 Lowest |
| 8.00 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801
(1) 600mm Equilateral Triangle | 3 | each | 4,000 ₹12,000 Lowest | 6,000 ₹18,000 |
| 9.00 | Bonpithaguri Road
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) | 5,654.13 | sqm | 50 ₹2,82,706.58 Lowest | 70 ₹3,95,789.22 |
| 10.00 | "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" | 1,345.63 | sqm | 300 ₹4,03,689 Lowest | 350 ₹4,70,970.5 |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
30 Jul 2025, 2:00 pmClosed
Chief Engineer
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Reconstruction of (i) Charigaon Neemati Road (ii) Bonpithaguri Road (MMPNA) under SOPD-G for the year 2025-26 under Jorhat and Titabor Territorial Road Division.
2025_PWD_45495_2
CE/Commn/16/202526/3
Open Tender
Civil Works – Roads
Works
180 days
Jorhat
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
₹2.5 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
8 Sept 2025
10 Jul 2025
30 Jul 2025
10 Jul 2025
30 Jul 2025
10 Jul 2025
10 Jul 2025 - 30 Jul 2025
18 Jul 2025
Amount
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
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.
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% 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 cl. no.509. 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.)
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1) 600mm circular
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1) 800mmx600 rectangular
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1) 600mm Equilateral Triangle
"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"
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 WBM Gr -III (A) By MAnual Means Clause Using stone screening Type-B 11.2 inm for Gr.III 405.
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 TPH 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 cl. 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) (I)'with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size) Statement-4
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 1 be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1)900mm side Octagon
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1) 600mm circular
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1) 600mm Equilateral Triangle
LALON KR MORAN (BID ID -274013)
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