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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.8 LAccepted-AOC OLD STATION ROAD P O SRIBHUMI P S DIST SRIBHUMI PIN 788711 | KARIMGANJ | ASSAM | 788711 | L1 | Accepted-AOC L1 | |
| 2 | L2₹45.8 L+₹3 (<0.01%)Rejected-AOC MOHANPUR PT II HOUSE NO 00 CITY TOWN KATIGORAH P O KATIRAIL P S KATIGORAH DISTRICT CACHAR PIN 788804 | CACHAR | ASSAM | 788804 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Alok Kumar Paul L2 | BISWAJIT ROY L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 592.2 | Cum | 339.68 ₹2,01,157.31 Lowest | 339.68 ₹2,01,157.31 Lowest |
| 2.00 | Brick Soling
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 | 1,044.34 | Sqm | 717.66 ₹7,49,484.18 Lowest | 717.66 ₹7,49,484.18 Lowest |
| 3.00 | Cement concrete pavement
Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator and finished in continuous operation including, p p g provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowelbars, near approaches to bridge/culverts and construction joints, admixture as approved,curingof concrete slabs for 14 days. | 156.65 | Cum | 7,592.58 ₹11,89,378.13 Lowest | 7,592.58 ₹11,89,378.13 Lowest |
| 4.00 | 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 | 24,846.24 ₹24,846.24 | 24,843.24 ₹24,843.24 Lowest |
| 5.00 | Construction of RCC Drain
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. In Ordinary soil (i) Upto 3 m depth | 381.54 | Cum | 127.69 ₹48,718.84 Lowest | 127.69 ₹48,718.84 Lowest |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone ( II). PCC Grade M15 Nominal mix 1:2.5:5. | 45 | Cum | 5,894.19 ₹2,65,238.69 Lowest | 5,894.19 ₹2,65,238.69 Lowest |
| 7.00 | 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. | 9.22 | MT | 63,550.07 ₹5,86,249.4 Lowest | 63,550.07 ₹5,86,249.4 Lowest |
| 8.00 | Providing plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. A. With crushed Stone III P.C.C Grade M20 Nominal mix (1:2:4) | 135 | Cum | 6,664.29 ₹8,99,678.88 Lowest | 6,664.29 ₹8,99,678.88 Lowest |
| 9.00 | Construction of RCC Slab:
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. | 4.05 | MT | 63,550.07 ₹2,57,377.78 Lowest | 63,550.07 ₹2,57,377.78 Lowest |
| 10.00 | Providing plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. A. With crushed Stone III P.C.C Grade M20 Nominal mix (1:2:4) | 54 | Cum | 6,664.29 ₹3,59,871.55 Lowest | 6,664.29 ₹3,59,871.55 Lowest |
Tender Value
₹45.8 L
EMD Value
₹91,600
Closing Date
30 Aug 2025, 2:00 pmClosed
EE, PWRD, Sribhumi North and Sribhumi South TRD
O/o the EE, PWRD, Sribhumi North and Sribhumi South TRD, Sribhumi
SNSTRD_SOPD-G_ET_25_26_03 Construction of road with drain from NH-37 near Arengabad Shani Mandir to Border Road under SOPD-G for the year 2025-26 of Sribhumi District, North Karimganj LAC.
2025_PWD_46631_3
SNSTRD/T-2/ SOPD-G/ET/2025-26/02
Open Tender
Civil Works
Item Rate
180 days
Sribhumi
Please refer Tender documents.
4 documents required · 4 mandatory
₹920
₹91,600
Yes
O/o the EE, PWRD, Sribhumi North and Sribhumi Sout
21 Feb 2026
20 Aug 2025
1 Sept 2025
20 Aug 2025
30 Aug 2025
20 Aug 2025
20 Aug 2025 - 25 Aug 2025
20 Aug 2025
Amount
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
Brick Soling 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
Cement concrete pavement Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator and finished in continuous operation including, p p g provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowelbars, near approaches to bridge/culverts and construction joints, admixture as approved,curingof concrete slabs for 14 days.
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
Construction of RCC Drain 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. In Ordinary soil (i) Upto 3 m depth
Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone ( II). PCC Grade M15 Nominal mix 1:2.5:5.
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.
Providing plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. A. With crushed Stone III P.C.C Grade M20 Nominal mix (1:2:4)
Construction of RCC Slab: 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.
Providing plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. A. With crushed Stone III P.C.C Grade M20 Nominal mix (1:2:4)
Alok Kumar Paul (BID ID -278865)
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