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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.7 LAccepted-AOC JURIA HOUSE NO NILL CITY TOWN NAGAON P O DALANI JURIA P S SADAR DIST NAGAON ASSAM PIN 782125 | NAGAON | ASSAM | 782125 | L1 | Accepted-AOC work is awarded to L1 bidder | |
| 2 | L2₹87.7 L+₹500 (<0.01%)Rejected-Finance CHENIMARI BILL HOUSE NO NILL CITY TOWN NAGAON P O PUB BORALIMARI P S JURIA DIST NAGAON PIN 782124 | NAGAON | ASSAM | 782124 | L2 | Rejected-Finance work is allotted to L1 bidder |
| Sl No | Description | Qty | Unit | Muddasir Hussain L1 | Dildar Hussain L2 |
|---|---|---|---|---|---|
| 1.00Road Works | |||||
| 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 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 | 1,320.4 | CUM | 260 ₹3,43,304 Lowest | 260 ₹3,43,304 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 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | 267 | CUM | 340 ₹90,780 Lowest | 340 ₹90,780 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 | 90 | CUM | 2,900 ₹2,61,000 Lowest | 2,900 ₹2,61,000 Lowest |
| 5.00 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course | 127.5 | CUM | 4,200 ₹5,35,500 Lowest | 4,200 ₹5,35,500 Lowest |
| 6.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.a) including Edge block/Edge restraints | 875 | SQM | 1,160 ₹10,15,000 Lowest | 1,160 ₹10,15,000 Lowest |
| 7.00 | 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 | 24,236.55 ₹24,236.55 Lowest | 24,406.55 ₹24,406.55 |
| 8.00RCC Covered Drain | |||||
| 9.00 | 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, ….. and backfilling in trenches with excavated suitable material. (In ordinary soil, Depth up to 3.00m) | 269.7 | CUM | 130 ₹35,061 Lowest | 130 ₹35,061 Lowest |
| 10.00 | 17.6 Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 130.2 | CUM | 1,500 ₹1,95,300 Lowest | 1,500 ₹1,95,300 Lowest |
Tender Value
₹87.7 L
EMD Value
₹1.8 L
Closing Date
7 Nov 2025, 2:00 pmClosed
SE PWD NHRC
SE PWD NHRC
Construction of road from Samaguri to Salpara via Lailuri (SSL) Ch.3200.00m to Ch.3500.00 including RCC Covered Drain with CD work under SOPD-G for the year 2025-26 under Kaliabor and Samaguri Territorial Road Division
2025_PWD_48120_1
No.SE/NRC/TB/NIT/12/2021-22/91
Open Tender
Civil Works – Roads
Item Rate
180 days
Samaguri
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,800
Yes
₹1.8 L
Yes
26 Feb 2026
17 Oct 2025
7 Nov 2025
17 Oct 2025
7 Nov 2025
17 Oct 2025
Amount
Road Works
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 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. (ii) For Grading II Material
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.a) including Edge block/Edge restraints
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
RCC Covered Drain
11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, ….. and backfilling in trenches with excavated suitable material. (In ordinary soil, Depth up to 3.00m)
17.6 Sand Filling in Foundation Trenches as per Drawing & Technical Specification
17.7 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
17.10 Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, (C) RCC Grade M20, Case I : - Using concrete Mixer
17.46 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) without plasticiser, (E) RCC M20, (a) Height upto 5.0m, Case I : Using concrete mixer
13.1 Providing and laying reinforced cement concrete in superstructure as per drawing... Clauses 800, 1205.4 and 1205. (with crushed stone, RCC Gr M20, For nominal mix 1:2:4, Height upto 5.0m)
12.7 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
12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (with sandy material)
17.49 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
R.C.C. BOX CULVERT
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (I) Ordinary soil, B - Mechanical Means, (b) With dewatering, (ii) Depth 3 m to 6 m
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, ( C) RCC Grade M20, Case - I Using concrete mixer
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) Without plasticiser, B - RCC Grade M20, Height upto 5m
Plain/Reinforced cement concrete, in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser, A - RCC Grade M20, Case-I Using Concrete Mixer, (i) For solid slab super-structure, (a) Height upto 5m
Reinforcement : Supplying, fitting and placing TMT bar reinforcement including splicing complete as per drawing and technical specifications. (c) With other make ISI marked TMT bar
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Sand
Utility Shifting
Dildar Hussain (BID ID -285743)
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