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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹8.2 L (6.82%)Rejected-AOC WARD NO 13 GURUNANAK NAGAR BONGAIGAON | DHUBRI | ASSAM | 783371 | ₹1.3 Cr+₹8.2 L (6.82%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.3 Cr+₹9.1 L (7.55%)Rejected-AOC GURUNANAK NAGAR WARD NO 13 HOUSE NO 345 CITY TOWN P O P S BONGAIGAON DISTRICT BONGAIGAON PIN 783380 | BONGAIGAON | ASSAM | 783380 | ₹1.3 Cr+₹9.1 L (7.55%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI SHRIRAM RABIDAS L2 | Sibji Rabi Das L3 | Samrat Brahma L1 |
|---|---|---|---|---|---|---|
| 1.00 | (i) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201
A) In area of non thorny jungle | 1.17 | Hect | 48,950 ₹57,271.5 Lowest | 49,362 ₹57,753.54 | 50,000 ₹58,500 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5
i) Private land | 6,039.82 | Cum | 215.2 ₹12,99,769.26 | 210 ₹12,68,362.2 | 180 ₹10,87,167.6 Lowest |
| 3.00 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slpoe and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause.
(i) Private Land | 722.67 | Cum | 220 ₹1,58,988.5 | 252 ₹1,82,114.1 | 190 ₹1,37,308.25 Lowest |
| 4.00 | Granular sub base/base surface course with local materials (table 400.13) by mix in place method normal constructionn of granular sub baseby prooviding local material spreading in uniform layers with motor grader on prepared surface, mxing by mix in place mehod with rotavator at once and compacting with smooth wheel roller to achieve the desired ensity complete as per clause 401.4 as per technical speccifications clause 408.
i) Using naturally occuring gravel | 1,094.96 | Cum | 1,865.07 ₹20,42,182.64 Lowest | 1,950.65 ₹21,35,889.58 | 1,900 ₹20,80,429.7 |
| 5.00 | CD Work: RCC Slab Culvert 2.00m Span at Ch.1200.00m 1 No.
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 | 69 | Cum | 100 ₹6,900 Lowest | 100 ₹6,900 Lowest | 100 ₹6,900 Lowest |
| 6.00 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.
B. With Natural gravel:
I. PCC Grade M10
(1) Nominal Mix 1:3:6 | 7.67 | Cum | 6,800 ₹52,128.8 Lowest | 6,800 ₹52,128.8 Lowest | 6,800 ₹52,128.8 Lowest |
| 7.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204
A. With Crushed Stone
I. P.C.C grade M 15
I. Nominal mix (1:2.5:5) | 61.89 | Cum | 7,500 ₹4,64,175 Lowest | 7,500 ₹4,64,175 Lowest | 7,500 ₹4,64,175 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
IV. RCC GRADE M20
iii) For design mix RCC M20 | 7.45 | Cum | 8,500 ₹63,359 Lowest | 8,500 ₹63,359 Lowest | 8,500 ₹63,359 Lowest |
| 9.00 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3
A. With Crushed Stone | 0.99 | Cum | 16,500 ₹16,417.5 Lowest | 16,500 ₹16,417.5 Lowest | 16,500 ₹16,417.5 Lowest |
| 10.00 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications | 16 | Nos | 350 ₹5,600 Lowest | 350 ₹5,600 Lowest | 350 ₹5,600 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
15 Jul 2026, 1:30 pmClosed
the Addl. Chief Engineer cum Director, PWD
O/o the Addl. Chief Engineer cum Director, PWD
(i) Impt. of road with Earth Filling and Sand Gravelling from Bahbari Gadhuli Bazar Ramesh Sutradhar House Manas PWD Main Road to Saikhang House at Mayangpara, Salbari, Baksa under SOPD (BTC) for the year 2026-27 (ii) Impt. of road with earth filling
2026_BTC_52862_2
ACE-106/PWD/IFB/PT-I/23-24/312
Open Tender
Civil Works – Roads
Item Rate
365 days
baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
₹2.4 L
Yes
13 Aug 2026
24 Jun 2026
15 Jul 2026
24 Jun 2026
15 Jul 2026
24 Jun 2026
24 Jun 2026 - 15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (i) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201
A) In area of non thorny jungle | 1 | Hect | - | - |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5
i) Private land | 1 | Cum | - | - |
| 3 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slpoe and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause.
(i) Private Land | 1 | Cum | - | - |
| 4 | Granular sub base/base surface course with local materials (table 400.13) by mix in place method normal constructionn of granular sub baseby prooviding local material spreading in uniform layers with motor grader on prepared surface, mxing by mix in place mehod with rotavator at once and compacting with smooth wheel roller to achieve the desired ensity complete as per clause 401.4 as per technical speccifications clause 408.
i) Using naturally occuring gravel | 0.2 | Cum | - | - |
| 5 | CD Work: RCC Slab Culvert 2.00m Span at Ch.1200.00m 1 No.
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 | - | Cum | - | - |
| 6 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.
B. With Natural gravel:
I. PCC Grade M10
(1) Nominal Mix 1:3:6 | - | Cum | - | - |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204
A. With Crushed Stone
I. P.C.C grade M 15
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
IV. RCC GRADE M20
iii) For design mix RCC M20 | 1 | Cum | - | - |
| 9 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3
A. With Crushed Stone | - | Cum | - | - |
| 10 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications | - | Nos | - | - |
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