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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC WARD NO 3 GOSSAIGAON P O P S GOSSAIGAON DIST KOKRAJHAR BTC ASSAM PIN 783360 | GOSSAIGAON | KOKRAJHAR | ASSAM | 783360 | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 CrRejected-AOC C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | ₹1.5 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 CrRejected-AOC C O HARU CH DEY KACHUGAON P O P S KACHUGAON DIST KOKRAJHAR BTC ASSAM PIN 783370 | KACHUGAON | KOKRAJHAR | ASSAM | 783370 | ₹1.5 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI BIBEKANANDA DEY L3 | LWITHW NARZARY L1 | Arjun Saha L2 |
|---|---|---|---|---|---|---|
| 1.00 | Road Works:
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 | 92.02 | cum | 1,798 ₹1.7 L | 1,792.47 ₹1.6 L | 1,792.47 ₹1.6 L |
| 2.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means | 55.22 | cum | 3,925 ₹2.2 L | 3,905.69 ₹2.2 L | 3,905.69 ₹2.2 L |
| 3.00 | 6.7 Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (including Edge restrains and carriage. | 736 | cum | 1,172 ₹8.6 L | 1,161.08 ₹8.5 L | 1,168 ₹8.6 L |
| 4.00 | 10.2(A) 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 | 2 | each | 7,537.1 ₹15,074.20 | 7,537.1 ₹15,074.20 | 7,537.1 ₹15,074.20 |
| 5.00 | 10.2(A) 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
(ii) 600 mm equilaterial triangle. | 1 | each | 3,933.19 ₹3,933.19 | 3,933.19 ₹3,933.19 | 3,933.19 ₹3,933.19 |
| 6.00 | Construction of RCC Drain at Kishar Gupta House
11.1 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material.
V. Marshy Soil (i) Upto 3m depth | 568.32 | cum | 585.57 ₹3.3 L | 585.57 ₹3.3 L | 585.57 ₹3.3 L |
| 7.00 | 4.18 Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 384 | sqm | 717.66 ₹2.8 L | 717.66 ₹2.8 L | 717.66 ₹2.8 L |
| 8.00 | 9.7 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. | 38.4 | cum | 6,036.57 ₹2.3 L | 6,036.57 ₹2.3 L | 6,036.57 ₹2.3 L |
| 9.00 | 11.4 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
V. R.C.C grade M 25 | 182.4 | cum | 7,538.57 ₹13.8 L | 7,538.57 ₹13.8 L | 7,538.57 ₹13.8 L |
| 10.00 | 12.6 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 | 20.24 | MT | 63,702.28 ₹12.9 L | 63,702.28 ₹12.9 L | 63,702.28 ₹12.9 L |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
6 Jan 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of RCC Draim with slab road from Dharamsala to Rajapara via Dhubri Bus Stand Road under CMs Goodwill Mission Project under RIDF-XXXI for the year 2025-26. TN_67KOK_RIDF-XXXI-42
2025_BTC_49352_1
No.ACE-22/PWD/NIT/GW/25-26/19
Open Tender
Civil Works – Roads
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹3,000
₹3.0 L
Yes
25 Mar 2026
15 Dec 2025
7 Jan 2026
15 Dec 2025
6 Jan 2026
15 Dec 2025
15 Dec 2025 - 6 Jan 2026
Road Works: 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means
6.7 Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (including Edge restrains and carriage.
10.2(A) 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
10.2(A) 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 (ii) 600 mm equilaterial triangle.
Construction of RCC Drain at Kishar Gupta House 11.1 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. V. Marshy Soil (i) Upto 3m depth
4.18 Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
9.7 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109.
11.4 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 V. R.C.C grade M 25
12.6 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
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 Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8 (ii) Sandy materials
Construction of RCC Drain at Dharmashala road 11.1 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. I. In Ordinary Soil (i) Upto 3m depth
11.2. Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
9.7 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109.
11.4 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 IV. R.C.C grade M 20
12.6 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
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 Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8 (ii) Sandy materials
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