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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC | ₹11.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.4 LRejected-AOC | ₹11.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MD KHASNUR AHMED L1 | SRI RIPUL CHANDRA DEKA L2 |
|---|---|---|---|---|---|
| 1.00 | E/Work in excavation for structures as per drawing and technical specification, clause 305-1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m., dressing sides and bottom and backfilling in trenches with excavated suitable material.
1. Ordinary soil
(i) Upto 3.0 m. depth | 78.74 | Cum | 134.47 ₹10,588.17 | 135 ₹10,629.90 |
| 2.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, 1202 & 1203.
A. With Crushed stone.
I. PCC grade M10
Nominal mix 1:3:6 | 12.11 | Cum | 6,357.1 ₹76,984.48 | 6,300 ₹76,293 |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, 1202 & 1203.
B. With Natural Gravel
III. PCC grade M20
Nominal mix (1:2:4) | 61.44 | Cum | 7,018.14 ₹4.3 L | 7,100 ₹4.4 L |
| 4.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 III. RCC Grade M20 for height upto 5 m | 11.76 | Cum | 7,877.8 ₹92,642.93 | 7,900 ₹92,904 |
| 5.00 | Drainage spouts complete as per drawing and Technical Specification Clause 1209. | 4 | Each | 1,973.26 ₹7,893.04 | 2,000 ₹8,000 |
| 6.00 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse and and 6 per cent bitumen by weight. | 24 | RM | 27.49 ₹659.76 | 30 ₹720 |
| 7.00 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.96 | MT | 68,718.34 ₹65,969.61 | 68,000 ₹65,280 |
| 8.00 | Providing weep wholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm 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 Clause 614, 709, 1204.3.7. | 28 | Each | 141.85 ₹3,971.80 | 140 ₹3,920 |
| 9.00 | 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 | 2,500 | Sqm | 87.7 ₹2.2 L | 90 ₹2.3 L |
| 10.00 | Construction of granular sub-base by providing well graded meterials, 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 achieved the desired density, complete as per technical specification clause 401 . (i) for grading 1 material | 10.8 | Cum | 2,631.46 ₹28,419.77 | 2,600 ₹28,080 |
Tender Value
₹11.3 L
EMD Value
₹22,600
Closing Date
13 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o the EE, NKTRD, Rangia
Recovery and Re-construction of Udiana Gurkuchi Station Road under NDRF (PDNA-2022) for the year 2025-26. Pkg No. NKTRD(R)/ NDRF(PDNA-2022)/2025-26/03
2026_PWD_49967_1
NKTRD/Tech/NIT/PDNA/25-26/3219
Open Tender
Civil Works – Roads
Rangia LAC
Please refer tender
5 documents required · 5 mandatory
₹230
₹22,600
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
E/Work in excavation for structures as per drawing and technical specification, clause 305-1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m., dressing sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3.0 m. depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, 1202 & 1203. A. With Crushed stone. I. PCC grade M10 Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, 1202 & 1203. B. With Natural Gravel III. PCC grade M20 Nominal mix (1:2:4)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 III. RCC Grade M20 for height upto 5 m
Drainage spouts complete as per drawing and Technical Specification Clause 1209.
Providing and filling joint sealing compound as per drawings and technical specifications with coarse and and 6 per cent bitumen by weight.
Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing weep wholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm 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 Clause 614, 709, 1204.3.7.
Construction of granular sub-base by providing well graded meterials, 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 achieved the desired density, complete as per technical specification clause 401 . (i) for grading 1 material
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 3) Grading-III (A) manual means
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. b) Excluding Edge block/Edge restraints
Providing and laying Concrete Edge block / Edge restraints (M40 Grade) of size 300mm x 300mm x150mm including carriage complete as per Technical specification clause 1504.
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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