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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 LAccepted-AOC | ₹38.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹39.2 L+₹44,140.78 (1.14%)Rejected-AOC WARD NO 13 GURUNANAK NAGAR BONGAIGAON | DHUBRI | ASSAM | 783371 | ₹39.2 L+₹44,140.78 (1.14%) | L2 | Rejected-AOC L2 |
| 3 | L3₹39.2 L+₹48,508.24 (1.25%)Rejected-AOC GURUNANAK NAGAR WARD NO 13 HOUSE NO 345 CITY TOWN P O P S BONGAIGAON DISTRICT BONGAIGAON PIN 783380 | BONGAIGAON | ASSAM | 783380 | ₹39.2 L+₹48,508.24 (1.25%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI SHRIRAM RABIDAS L2 | Sibji Rabi Das L3 | Samrat Brahma L1 |
|---|---|---|---|---|---|---|
| 1.00 | 1. Earth work in filling
Construction of Embankment with approved materials obtained from borrow pits, with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensatio3n of earth) (including cost of testing of materials at site and laboratory as directed by the deptt.)
a) Private land | 2,942.04 | cum | 230 ₹6,76,669.2 Lowest | 255 ₹7,50,220.2 | 258 ₹7,59,046.32 |
| 2.00 | 2. Sand Gravelling the road surface
Collection and supply of Sand gravel containing 60% sand and 40% gravel at quarry free from disintegrated and flaky pieces vegetation or other dileterious matter and adherent coating etc. including cost of loading & unloading at road side, stacking in measurable stack as directed by the Deptt. including payment of forest royalty and sale tax etc. | 510 | cum | 1,650 ₹8,41,500 | 1,623.25 ₹8,27,857.5 | 1,557 ₹7,94,070 Lowest |
| 3.00 | Labour for spreading metal gravel/ granular material on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of gravel within 30 m | 510 | cum | 235 ₹1,19,850 | 136.75 ₹69,742.5 Lowest | 217 ₹1,10,670 |
| 4.00 | 3. CD Work: Construction of 2.00 m Span Slab culvert 2 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 | 169.78 | cum | 115 ₹19,524.7 | 105 ₹17,826.9 Lowest | 128 ₹21,731.84 |
| 5.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A) With crushed stone
I) P.C.C grade M 10
Nominal mix 1:3:6 | 18.36 | cum | 6,000 ₹1,10,160 | 5,834.95 ₹1,07,129.68 Lowest | 6,037 ₹1,10,839.32 |
| 6.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
I) R.C.C grade M 20
I) For nominal mix 1:2:4
a) Height upto 5 m | 192.44 | cum | 6,500 ₹12,50,860 Lowest | 6,500 ₹12,50,860 Lowest | 6,664 ₹12,82,420.16 |
| 7.00 | 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) For nominal mix 1:2:4
a) Height upto 5 m | 17.1 | cum | 8,100 ₹1,38,510 Lowest | 8,100 ₹1,38,510 Lowest | 8,160 ₹1,39,536 |
| 8.00 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 4 | each | 1,874 ₹7,496 Lowest | 1,874 ₹7,496 Lowest | 1,874 ₹7,496 Lowest |
| 9.00 | Filler Joint
v) Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. | 24 | Rm | 70 ₹1,680 | 70 ₹1,680 | 26 ₹624 Lowest |
| 10.00 | Supplying, fitting and placing TMT (Fe-500D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyamsteel/RINL) in superstructure complete as per drawing and technical specification Clauses 1002, 1010 and 1202 | 1.62 | MT | 95,000 ₹1,53,710 | 95,000 ₹1,53,710 | 65,218 ₹1,05,522.72 Lowest |
Tender Value
₹38.8 L
EMD Value
₹77,600
Closing Date
8 Jun 2026, 1:30 pmClosed
the Addl. Chief Engineer cum Director, PWD
O/o the Addl. Chief Engineer cum Director, PWD
Sand gravelling of road with earth filling and slab culvert from Sibrubari to Dwimuguri under Baksa District for the year 2025-26. TN_04_13
2026_BTC_52388_13
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
₹77,600
Yes
14 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. Earth work in filling
Construction of Embankment with approved materials obtained from borrow pits, with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensatio3n of earth) (including cost of testing of materials at site and laboratory as directed by the deptt.)
a) Private land | 1 | cum | - | - |
| 2 | 2. Sand Gravelling the road surface
Collection and supply of Sand gravel containing 60% sand and 40% gravel at quarry free from disintegrated and flaky pieces vegetation or other dileterious matter and adherent coating etc. including cost of loading & unloading at road side, stacking in measurable stack as directed by the Deptt. including payment of forest royalty and sale tax etc. | - | cum | - | - |
| 3 | Labour for spreading metal gravel/ granular material on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of gravel within 30 m | - | cum | - | - |
| 4 | 3. CD Work: Construction of 2.00 m Span Slab culvert 2 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 | - | - |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A) With crushed stone
I) P.C.C grade M 10
Nominal mix 1:3:6 | 1 | cum | - | - |
| 6 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
I) R.C.C grade M 20
I) For nominal mix 1:2:4
a) Height upto 5 m | 1 | cum | - | - |
| 7 | 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) For nominal mix 1:2:4
a) Height upto 5 m | - | cum | - | - |
| 8 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | - | each | - | - |
| 9 | Filler Joint
v) Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. | - | Rm | - | - |
| 10 | Supplying, fitting and placing TMT (Fe-500D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyamsteel/RINL) in superstructure complete as per drawing and technical specification Clauses 1002, 1010 and 1202 | - | MT | - | - |
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