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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹16.7 LAccepted-AOC | ₹16.7 L Quoted ₹17.0 L | L2 | Accepted-AOC L1 |
| 2 | L1₹16.7 LRejected-AOC | ₹16.7 L | L1 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MD KHASNUR AHMED L1 | SRI RIPUL CHANDRA DEKA L2 |
|---|---|---|---|---|---|
| 1.00 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC up to a lead of 1000 m as per technical specification Clause 1903 | 2,400 | Sqm | 87.7 ₹2.1 L | 90 ₹2.2 L |
| 2.00 | 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 aggregates, watering and compacting to the required density grading-2 as per technical specification clause 405
Using stone screening 3) Grading-III (A) manual means | 31.5 | Cum | 4,389.66 ₹1.4 L | 4,400 ₹1.4 L |
| 3.00 | Prime Coat
Providing and applying primmer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 kg-1.0 kg/ sqm using mechanical means as per technical specification clause 502. | 420 | Sqm | 41.89 ₹17,593.80 | 40 ₹16,800 |
| 4.00 | Tack Coat
(iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.25-0.30 kg/ sqm on prepared granular treated with primer and cleaned with hydraulic broom as per technical specification clause 503. | 4,200 | Sqm | 11.78 ₹49,476 | 12 ₹50,400 |
| 5.00 | 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. For GradingII(10 mm nominal size) | 112.35 | Cum | 10,785.49 ₹12.1 L | 11,000 ₹12.4 L |
| 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 concrete 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.
600mm equilateral triangle | 6 | Each | 4,142.03 ₹24,852.18 | 4,100 ₹24,600 |
| 7.00 | 600mm circular | 2 | Each | 5,629.65 ₹11,259.30 | 5,600 ₹11,200 |
| 8.00 | 800mm x 600mm rectangular | 1 | Each | 7,937.3 ₹7,937.30 | 8,000 ₹8,000 |
Tender Value
₹16.7 L
EMD Value
₹33,500
Closing Date
13 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o the EE, NKTRD, Rangia
Recovery and Re-construction of Road from Rangia Dhandhama Road to Gurkuchi Gariakoth, Telera Nakuchi under NDRF (PDNA-2022) for the year 2025-26 Pkg no. NKTRD(R)/ NDRF(PDNA-2022)/2025-26/02
2026_PWD_49959_1
NKTRD/Tech/NIT/PDNA/25-26/3219
Open Tender
Civil Works – Roads
Rangia LAC
please refer tender
5 documents required · 5 mandatory
₹340
₹33,500
Yes
Rangia
24 Feb 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
13 Jan 2026
6 Jan 2026
6 Jan 2026 - 13 Jan 2026
6 Jan 2026
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 aggregates, watering and compacting to the required density grading-2 as per technical specification clause 405 Using stone screening 3) Grading-III (A) manual means
Prime Coat Providing and applying primmer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 kg-1.0 kg/ sqm using mechanical means as per technical specification clause 502.
Tack Coat (iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.25-0.30 kg/ sqm on prepared granular treated with primer and 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. For GradingII(10 mm nominal size)
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 concrete 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle
600mm circular
800mm x 600mm rectangular
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