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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.4 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹86.4 L+₹3,443.50 (0.04%)Rejected-AOC BAHADUR ADARSHAGAON P O P S MAZBAT DIST UDALGURI BTC ASSAM PIN 784507 | MAZBAT | UDALGURI | ASSAM | 784507 | L2 | Rejected-AOC Not awarded | |
| 3 | Rejected-Technical C O BABU DAIMARI BAHADUR ADARSHAGAON P O P S MAZBAT DIST UDALGURI BTC ASSAM PIN 784507 | MAZBAT | UDALGURI | ASSAM | 784507 | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | ABONG BRAHMA L2 | Proloy Daimari L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of existing structures like culverts bridges retaining walls and other Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
(c) Reinforced Cement Concrete | 346.27 | Cum | 250 ₹86,567.5 Lowest | 250 ₹86,567.5 Lowest |
| 2.00 | Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5.
(i) Private land | 1,123.6 | Cum | 135 ₹1,51,686 Lowest | 135 ₹1,51,686 Lowest |
| 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 1000m as per technical specification clause 303.1
(i) Private land | 56.49 | Cum | 145 ₹8,191.05 Lowest | 145 ₹8,191.05 Lowest |
| 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.
(ii) For Grading II Material | 15.47 | Cum | 2,600 ₹40,222 Lowest | 2,600 ₹40,222 Lowest |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(ii) For Grading III Material (A) By Manual Means | 7.73 | Cum | 4,500 ₹34,785 Lowest | 4,500 ₹34,785 Lowest |
| 6.00 | Interlocking pavement block
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.
(c) Including Edge block/ Edge restraint | 103.13 | Sqm | 1,000 ₹1,03,130 Lowest | 1,100 ₹1,13,443 |
| 7.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 72 | Cum | 3,500 ₹2,52,000 Lowest | 3,500 ₹2,52,000 Lowest |
| 8.00 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c | 32 | Each | 1,000 ₹32,000 Lowest | 1,000 ₹32,000 Lowest |
| 9.00 | MINOR RCC BRIDGE NO.1/1 :
Earth work in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 566.78 | Cum | 100 ₹56,678 Lowest | 100 ₹56,678 Lowest |
| 10.00 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203.
B. With Natural Gravel
I. PCC M 10 (i) Nominal Mix 1:3:6 | 16.63 | Cum | 4,500 ₹74,835 Lowest | 4,500 ₹74,835 Lowest |
Tender Value
₹86.4 L
EMD Value
₹1.7 L
Closing Date
29 Jan 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Recovery and Re-construction of RCC Br. No.1/1 Jungle Block to NH-52 (AS-26-173) under NDRF(PDNA-2022) for the year 2025-26.
2026_BoTC_50070_6
SE(R/B)/20-21/Pt-III/20
Open Tender
Civil Works – Roads
Item Rate
180 days
Mazbat, Udalguri dist
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,800
₹1.7 L
Yes
9 Mar 2026
8 Jan 2026
29 Jan 2026
8 Jan 2026
29 Jan 2026
8 Jan 2026
8 Jan 2026 - 17 Jan 2026
Dismantling of existing structures like culverts bridges retaining walls and other Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (c) Reinforced Cement Concrete
Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 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 1000m 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. (ii) For Grading II 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (ii) For Grading III Material (A) By Manual Means
Interlocking pavement block 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. (c) Including Edge block/ Edge restraint
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c
MINOR RCC BRIDGE NO.1/1 : Earth work in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203. B. With Natural Gravel I. PCC M 10 (i) Nominal Mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C Grade M25
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M 25 i) For height upto 5m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M25
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 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 Running m 2,445.30 13.7 Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
Drainage spouts complete as per drawing and technical specifications Clause 1209
Providing, placing and fixing in position Chemical rebar fastners for M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers, Pier caps including drilling holes of specified size and depth, cleaning holes, placing chemicals inside the holes and fixing reinforcing bars as per specifications of the chemical rebar supplier and under supervision of the authorised representative of the supplier and conducting pull-out test of atleast 5% of total nos. of chemical rebar fastners.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
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