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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC | L1 | Accepted-AOC Work Order Issued | |
| 2 | L2₹3.3 Cr+₹155 (<0.01%)Rejected-AOC BALIPARA MANGALDAI P O P S SIPAJHAR DARRANG ASSAM 784145 | DARRANG | ASSAM | 784145 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAJENDRA CHAUDHURY L1 | RAJLOSON SARMA L2 |
|---|---|---|---|---|---|
| 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(I) By Manual Means. (a) In area of non thorny jungle | 2.16 | hect | 52,995.08 ₹1,14,257.39 Lowest | 52,995.08 ₹1,14,257.39 Lowest |
| 2.00 | Scarifying existing granular surface to a depth of 50mm and disposal of scarified
material with a lift upto 3.0m and lead upto 1000m as per Technical specification
Clause 301.4 | 32,025 | sqm | 8.14 ₹2,60,683.5 Lowest | 8.14 ₹2,60,683.5 Lowest |
| 3.00 | Maintenance of Earthen shoulder (filling with fresh selected soil): Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 21,600 | sqm | 83.28 ₹17,98,848 Lowest | 83.28 ₹17,98,848 Lowest |
| 4.00 | 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. | 354.75 | Cum | 3,224.46 ₹11,43,877.19 Lowest | 3,224.46 ₹11,43,877.19 Lowest |
| 5.00 | 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
(Provided only on WBM surface) | 21,175 | sqm | 48.93 ₹10,36,092.75 Lowest | 48.93 ₹10,36,092.75 Lowest |
| 6.00 | 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. | 64,050 | sqm | 13.33 ₹8,53,786.5 Lowest | 13.33 ₹8,53,786.5 Lowest |
| 7.00 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. 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.) | 1,921.5 | Cum | 8,730.07 ₹1,67,74,829.51 Lowest | 8,730.07 ₹1,67,74,829.51 Lowest |
| 8.00 | 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.)
I. With 60/70 or VG-30 grade bitumen | 960.75 | sqm | 10,171.38 ₹97,72,153.34 Lowest | 10,171.38 ₹97,72,153.34 Lowest |
| 9.00 | 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.
600mm equilateral triangle | 6 | Each | 3,933.19 ₹23,599.14 Lowest | 3,933.19 ₹23,599.14 Lowest |
| 10.00 | 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.
800mm x 600mm rectangular | 4 | Each | 7,537.1 ₹30,148.4 Lowest | 7,537.1 ₹30,148.4 Lowest |
Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
8 Aug 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE (Roads), PWRD, Assam, Chandmari, Ghy-3
O/O The CE (Roads), PWRD, Assam, Chandmari, Ghy-3
STBR/SOPD-G/Mangaldai -01/117 Reconstruction of road Mangaldai Bhutiachang Road (Ch 6200.00m to Ch 11600.00m) under Mukhya Mantrir Path Nabikaran Achani (MMPNA) under SOPD-G for the year 2025-26 under Mangaldai LAC
2025_PWD_45820_20
CE/STBR/SOPD-G/NIT/07/2025 26/1 Dated 26-06-2025
Open Tender
Civil Works – Roads
Item Rate
365 days
Mangaldai
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,524
₹6.5 L
Yes
O/O The CE (Roads), PWRD, Assam, Chandmari, Ghy-3
18 Feb 2026
22 Jul 2025
11 Aug 2025
22 Jul 2025
8 Aug 2025
22 Jul 2025
22 Jul 2025 - 8 Aug 2025
30 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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(I) By Manual Means. (a) In area of non thorny jungle | 2.16 | hect | 52,995.08 | ₹1,14,257.39 |
| 2 | Scarifying existing granular surface to a depth of 50mm and disposal of scarified
material with a lift upto 3.0m and lead upto 1000m as per Technical specification
Clause 301.4 | 32,025 | sqm | 8.14 | ₹2,60,555.4 |
| 3 | Maintenance of Earthen shoulder (filling with fresh selected soil): Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 21,600 | sqm | 83.28 | ₹17,98,869.6 |
| 4 | 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. | 354.75 | Cum | 3,224.46 | ₹11,43,875.41 |
| 5 | 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
(Provided only on WBM surface) | 21,175 | sqm | 48.93 | ₹10,36,071.58 |
| 6 | 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. | 64,050 | sqm | 13.33 | ₹8,54,042.7 |
| 7 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. 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.) | 1,921.5 | Cum | 8,730.07 | ₹1,67,74,838.92 |
| 8 | 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.)
I. With 60/70 or VG-30 grade bitumen | 960.75 | sqm | 10,171.38 | ₹97,72,151.99 |
| 9 | 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.
600mm equilateral triangle | 6 | Each | 3,933.19 | ₹23,599.15 |
| 10 | 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.
800mm x 600mm rectangular | 4 | Each | 7,537.1 | ₹30,148.4 |
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