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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹18.2 L+₹75,042.20 (4.29%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹18.7 L+₹1.3 L (7.15%)Rejected-AOC VILL MAHAMAYA NAGAR P O HATSINGIMARI DIST DHUBRI ASSAM | L3 | Rejected-AOC L3 | |
| 4 | L4₹20.0 L+₹2.5 L (14.3%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹20.0 L+₹2.5 L (14.3%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Mahmud Hassan L1 | Raghunath Rabha L6 | Rakibul Hassan Mollah L2 | Shazibul Hassan Mollah L4 | MR SHOBHAN KUMAR SAHA L3 | Shahidul Anam L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 used or 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. | 0.3 | Hect | 40,000 ₹12,000 | 45,000 ₹13,500 | 40,000 ₹12,000 | 42,391.54 ₹12,717.46 | 39,742.07 ₹11,922.62 Lowest | 42,391.54 ₹12,717.46 |
| 2.00 | 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (i) Private Land. | 1,076.23 | Cum | 160 ₹1,72,196.8 Lowest | 167 ₹1,79,730.41 | 160 ₹1,72,196.8 Lowest | 185.27 ₹1,99,393.13 | 193.66 ₹2,08,422.7 | 206.57 ₹2,22,316.83 |
| 3.00 | 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 | 380.26 | Cum | 250 ₹95,065 | 200 ₹76,052 Lowest | 250 ₹95,065 | 300 ₹1,14,078 | 254.76 ₹96,875.04 | 271.74 ₹1,03,331.85 |
| 4.00 | Construction of granular sub-base by providing well graded material, 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 achieve the desired density, complete as per Technical Specification Clause 401. | 91.8 | Cum | 1,300 ₹1,19,340 Lowest | 2,100 ₹1,92,780 | 1,300 ₹1,19,340 Lowest | 1,700 ₹1,56,060 | 1,508.3 ₹1,38,461.94 | 1,608.85 ₹1,47,692.43 |
| 5.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints. | 550.8 | Sqm | 942.25 ₹5,18,991.3 | 1,020 ₹5,61,816 | 1,078.49 ₹5,94,032.29 | 920 ₹5,06,736 | 870.81 ₹4,79,642.15 Lowest | 928.86 ₹5,11,616.09 |
| 6.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iv) 800mm x 600mm rectangular. | 1 | Each | 6,502.85 ₹6,502.85 | 8,301.34 ₹8,301.34 | 6,504.06 ₹6,504.06 | 7,079.36 ₹7,079.36 | 5,649.2 ₹5,649.2 Lowest | 6,031.76 ₹6,031.76 |
| 7.00 | 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. Ordinary soil. Upto 3 m depth. | 173.53 | Cum | 127.69 ₹22,158.05 | 125 ₹21,691.25 | 127.69 ₹22,158.05 | 110 ₹19,088.3 | 95.77 ₹16,618.97 Lowest | 102.15 ₹17,726.09 |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (I) P.C.C grade M 10. Nominal mix 1:3.6 (Hand mixing). | 10.3 | Cum | 5,100 ₹52,530 | 6,100 ₹62,830 | 5,100 ₹52,530 | 5,500 ₹56,650 | 4,558.53 ₹46,952.86 Lowest | 4,862.43 ₹50,083.03 |
| 9.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (III) P.C.C Grade M20. Nominal mix 1:2:4 (Hand mixed). | 6 | Cum | 5,100 ₹30,600 | 6,200 ₹37,200 | 5,100 ₹30,600 | 6,000 ₹36,000 | 5,029.4 ₹30,176.4 Lowest | 5,364.7 ₹32,188.2 |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (IV) R.C.C Grade M20. | 23.48 | Cum | 4,800 ₹1,12,704 Lowest | 7,000 ₹1,64,360 | 4,800 ₹1,12,704 Lowest | 6,200 ₹1,45,576 | 5,304.68 ₹1,24,553.89 | 5,658.32 ₹1,32,857.35 |
Tender Value
₹25.0 L
EMD Value
₹50,000
Closing Date
8 Oct 2025, 2:00 pmClosed
Superintending Engineer
O/O The Superintending Engineer, PWD, Goalpara and South Salmara Roads Circle, Goalpara
Construction of Road from Barmati to Debajani village (Ph-II) under Border Development Activity in the Inter-State Border for 2024-25 under South Salmara Mankachar District. Package No. BDA_GSSRC_SSDTR_24
2025_PWD_47485_1
SE(GSSC)/TB-01/NIT/2021/74 dated 11.09.2025
Open Tender
Civil Works – Roads
Item Rate
Mankachar
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹50,000
Yes
14 Nov 2025
12 Sept 2025
9 Oct 2025
12 Sept 2025
8 Oct 2025
12 Sept 2025
Amount
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 used or 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.
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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (i) Private Land.
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
Construction of granular sub-base by providing well graded material, 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 achieve the desired density, complete as per Technical Specification Clause 401.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iv) 800mm x 600mm rectangular.
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. Ordinary soil. Upto 3 m depth.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (I) P.C.C grade M 10. Nominal mix 1:3.6 (Hand mixing).
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (III) P.C.C Grade M20. Nominal mix 1:2:4 (Hand mixed).
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (IV) R.C.C Grade M20.
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 M 20. (i) For height upto 5 m.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
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.
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Rakibul Hassan Mollah (BID ID -283852)
MR SHOBHAN KUMAR SAHA (BID ID -283701)
Shazibul Hassan Mollah (BID ID -283850)
Shahidul Anam (BID ID -283181)
Raghunath Rabha (BID ID -283259)
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