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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.6 LAccepted-AOC | ₹43.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹44.4 L+₹79,296.05 (1.82%)Rejected-AOC WARD NO 13 GURUNANAK NAGAR BONGAIGAON | DHUBRI | ASSAM | 783371 | ₹44.4 L+₹79,296.05 (1.82%) | L2 | Rejected-AOC L2 |
| 3 | L3₹46.3 L+₹2.7 L (6.17%)Rejected-AOC GURUNANAK NAGAR WARD NO 13 HOUSE NO 345 CITY TOWN P O P S BONGAIGAON DISTRICT BONGAIGAON PIN 783380 | BONGAIGAON | ASSAM | 783380 | ₹46.3 L+₹2.7 L (6.17%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI SHRIRAM RABIDAS L2 | Sibji Rabi Das L3 | Samrat Brahma L1 |
|---|---|---|---|---|---|---|
| 1.00 | 1. Clearing and Grubbing
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 use dor 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 | 0.9 | Hect | 48,950 ₹44,055 Lowest | 52,000 ₹46,800 | 55,000 ₹49,500 |
| 2.00 | 2.E/W in Core
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto p g q p 1000 m as per Technical Specification Clause 301.5
i) Private Land | 2,801.8 | Cum | 215 ₹6,02,387 | 235 ₹6,58,423 | 200 ₹5,60,360 Lowest |
| 3.00 | 3. E/W in Sub-Grade and Shoulder
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
i) Private land | 3,501.12 | Cum | 235 ₹8,22,763.2 | 245.2 ₹8,58,474.62 | 210 ₹7,35,235.2 Lowest |
| 4.00 | 4. G.S.B. 15 cm thick
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace 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 materials | 842.57 | Cum | 2,800 ₹23,59,193.2 | 2,795 ₹23,54,980.36 Lowest | 2,850 ₹24,01,321.65 |
| 5.00 | 5. CD Work: Construction of RCC Slab Culvert 1.50m Span at Ch-1200.00m 1 nos
Earthwork in excavation for structures as per drawing and technical specifications 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 of sides and bottom and backfilling in trenches with excavated suitable material.
i) Ordinary Soil
Upto 3 m depth | 69 | Cum | 95 ₹6,555 Lowest | 95 ₹6,555 Lowest | 100 ₹6,900 |
| 6.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause802, 803, 1202 & 1203
A. With crushed Stone
I. PCC grade M10
Nominal mix 1:3:6 | 7.67 | Cum | 5,500 ₹42,163 Lowest | 5,500 ₹42,163 Lowest | 5,500 ₹42,163 Lowest |
| 7.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
I. P.C.C grade M15
I. Nominal mix (1:2.5:5) | 61.89 | Cum | 6,800 ₹4,20,852 Lowest | 6,800 ₹4,20,852 Lowest | 6,800 ₹4,20,852 Lowest |
| 8.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A. With crushed stone
I) R.C.C grade M 20
iii) For design mix RCC M 20 | 6.04 | Cum | 9,500 ₹57,408.5 | 9,500 ₹57,408.5 | 9,000 ₹54,387 Lowest |
| 9.00 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A With crushed stone | 0.8 | Cum | 15,650 ₹12,566.95 Lowest | 15,650 ₹12,566.95 Lowest | 18,000 ₹14,454 |
| 10.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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 Clauses 614, 709, 1204.3.7 | 16 | Nos | 250 ₹4,000 | 235 ₹3,760 Lowest | 350 ₹5,600 |
Tender Value
₹43.6 L
EMD Value
₹87,400
Closing Date
8 Jun 2026, 1:30 pmClosed
the Addl. Chief Engineer cum Director, PWD
O/o the Addl. Chief Engineer cum Director, PWD
Construction of Sand Gravelling road from Bhebla Dongpar to Pub-Baksa link road with RCC Slab Culvert 1.50 m Span under PWD Department for the year 2025-26 TN_04_06
2026_BTC_52388_6
ACE-106/PWD/IFB/PT-I/23-24/285
Open Tender
Civil Works – Roads
Item Rate
180 days
Baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹87,400
Yes
17 Aug 2026
18 May 2026
8 Jun 2026
18 May 2026
8 Jun 2026
18 May 2026
18 May 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Clearing and Grubbing
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 use dor 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 | - | Hect | - | - |
| 2 | 2.E/W in Core
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto p g q p 1000 m as per Technical Specification Clause 301.5
i) Private Land | - | Cum | - | - |
| 3 | 3. E/W in Sub-Grade and Shoulder
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
i) Private land | 1 | Cum | - | - |
| 4 | 4. G.S.B. 15 cm thick
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace 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 materials | 0.6 | Cum | - | - |
| 5 | 5. CD Work: Construction of RCC Slab Culvert 1.50m Span at Ch-1200.00m 1 nos
Earthwork in excavation for structures as per drawing and technical specifications 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 of sides and bottom and backfilling in trenches with excavated suitable material.
i) Ordinary Soil
Upto 3 m depth | - | Cum | - | - |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause802, 803, 1202 & 1203
A. With crushed Stone
I. PCC grade M10
Nominal mix 1:3:6 | - | Cum | - | - |
| 7 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
I. P.C.C grade M15
I. Nominal mix (1:2.5:5) | - | Cum | - | - |
| 8 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A. With crushed stone
I) R.C.C grade M 20
iii) For design mix RCC M 20 | - | Cum | - | - |
| 9 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A With crushed stone | 1 | Cum | - | - |
| 10 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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 Clauses 614, 709, 1204.3.7 | - | Nos | - | - |
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