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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.4 LAccepted-AOC | ₹62.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹62.4 LRejected-AOC C O LT MAAHANTA NARZARY W NO 5 TENGAPARA P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | ₹62.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹62.4 LRejected-AOC C O PULIN NARZARY W NO 5 RAIMONA P O RAIMONA P S GOSSAIGAON DIST KOKRAJHAR BTC ASSAM PIN 783360 | RAIMONA | KOKRAJHAR | ASSAM | 783360 | ₹62.4 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | DHARAMSING NARZARY L2 | PINKU NARZARY L3 | Eyadul Mandal L1 |
|---|---|---|---|---|---|---|
| 1.00 | Road Works:
2.2 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.
(A) By Manual Means
(i) In area of non thorny jungle. | 0.1 | Hect. | 52,995.08 ₹5,299.51 | 52,995.08 ₹5,299.51 | 52,995.08 ₹5,299.51 |
| 2.00 | 4.1(A) 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) Grading - II Material | 138 | Cum | 2,322.78 ₹3.2 L | 2,322.78 ₹3.2 L | 2,322.78 ₹3.2 L |
| 3.00 | 4.7.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A) By Manual Means | 69 | Cum | 4,918.28 ₹3.4 L | 4,918.28 ₹3.4 L | 4,918.28 ₹3.4 L |
| 4.00 | 6.7,A,I,a (i) 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 | 920 | Sqm | 1,161.08 ₹10.7 L | 1,161.08 ₹10.7 L | 1,161.08 ₹10.7 L |
| 5.00 | 10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Each | 24,945.31 ₹24,945.31 | 24,945.31 ₹24,945.31 | 24,845.31 ₹24,845.31 |
| 6.00 | DRAIN
11.1 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 3.00m depth | 441.6 | Cum | 127.69 ₹56,387.90 | 127.69 ₹56,387.90 | 127.69 ₹56,387.90 |
| 7.00 | 11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B. With natural gravel
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 | 48 | Cum | 5,607.62 ₹2.7 L | 5,607.62 ₹2.7 L | 5,607.62 ₹2.7 L |
| 8.00 | 11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B. With natural gravel
II. P.C.C grade M 15
(i) Nominal mix 1:2.5:5 | 24 | Cum | 5,536.78 ₹1.3 L | 5,536.78 ₹1.3 L | 5,536.78 ₹1.3 L |
| 9.00 | 11.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 33.74 | - | 63,702.28 ₹21.5 L | 63,702.28 ₹21.5 L | 63,702.28 ₹21.5 L |
| 10.00 | 12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
B. With Natural Gravel
(III) RCC Grade M20
(i) For height up to 5m | 237 | Cum | 6,930 ₹16.4 L | 6,930 ₹16.4 L | 6,930 ₹16.4 L |
Updated dates
Tender Value
₹62.4 L
EMD Value
₹1.2 L
Closing Date
19 Jan 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of CC Block Road including RCC Middle Drain from P.K. Road Bhatipara to Kabarsthan at Bhatipara village, under Kokrajhar under SOPD, Tribal Affairs Department, BTC during the financial year 2025-26. TN_77_01.
2025_BTC_49416_1
No. 05/ACE/BTC/KOK(R)/2025-26/06
Open Tender
Civil Works – Roads
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹1,500
₹1.2 L
Yes
27 May 2026
18 Dec 2025
19 Jan 2026
18 Dec 2025
19 Jan 2026
18 Dec 2025
18 Dec 2025 - 19 Jan 2026
Road Works: 2.2 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. (A) By Manual Means (i) In area of non thorny jungle.
4.1(A) 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) Grading - II Material
4.7.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual Means
6.7,A,I,a (i) 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
10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
DRAIN 11.1 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 3.00m depth
11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel II. P.C.C grade M 15 (i) Nominal mix 1:2.5:5
11.7 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel (III) RCC Grade M20 (i) For height up to 5m
12.9 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
12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 II. Sandy material
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