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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.0 LAccepted-AOC MAZUMDAR PARA HOUSE NO CITY TOWN HAILAKANDI P O PARCHGRAM P S P ARCHGRAM DISTRICT HAILAKNDI PIN 788802 | HAILAKANDI | ASSAM | 788802 | ₹55.0 L | L1 | Accepted-AOC Being the lowest bidder in re-tender |
| Sl No | Description | Qty | Unit | RAUNAQ CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00 | Clearing and Grubbing road land including uprooting wild vegetation ,grass,bushes,shrubs,saplings and trees of girth upto 300m,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 150mm in thickness as per T.S clause 201.(i) By Manual Means (B)(b) In area of thorny jungle | 0.28 | sqm | 80,357 ₹22,258.89 |
| 2.00 | 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., Private Land | 1,177.63 | Cum | 356 ₹4.2 L |
| 3.00 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (II) Grading - II (Screening B). A) By Manual Means- | 51.97 | Cum | 4,000 ₹2.1 L |
| 4.00 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (III) Grading - III (Screening B). A) By Manual Means- | 207.89 | Cum | 4,050 ₹8.4 L |
| 5.00 | 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.Including Edge block/ Edge restraints | 2,771.88 | sqm | 1,222 ₹33.9 L |
| 6.00 | Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801 600mm equilateral triangle | 2 | Each | 4,142 ₹8,284 |
| 7.00 | Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
600mm circular | 2 | Each | 5,629 ₹11,258 |
| 8.00 | Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801
800mmX600mm rectangular | 2 | Each | 7,937 ₹15,874 |
| 9.00 | 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 | 26,163.33 ₹26,163.33 |
| 10.00 | Utility shifting | 0.72 | km | 35,700 ₹25,704 |
Tender Value
₹55.0 L
EMD Value
₹1.1 L
Closing Date
2 Mar 2026, 3:00 pmClosed
The SE, PWD(Roads) Cachar Circle, Silchar.
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
Recovery and Reconstruction of Baliganj Road Ch.0.00 to 300.00m and Ch.900.00 to Ch.1200.00m Avg depth of submergence 60.00 Cm under NDRF (PDNA-2022) for the year 2025-26. P/No.SE/UDH/NDRF(PDNA-2022)/25-26/10
2026_PWD_51470_5
T/CC/ETN/SIL/2025-26/1240(T)
Open Tender
Civil Works – Roads
90 days
Cachar District.
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,100
₹1.1 L
Yes
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
21 Apr 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
24 Feb 2026 - 27 Feb 2026
27 Feb 2026
Clearing and Grubbing road land including uprooting wild vegetation ,grass,bushes,shrubs,saplings and trees of girth upto 300m,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 150mm in thickness as per T.S clause 201.(i) By Manual Means (B)(b) In area of thorny jungle
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., Private Land
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (II) Grading - II (Screening B). A) By Manual Means-
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (III) Grading - III (Screening B). 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.Including Edge block/ Edge restraints
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801 600mm equilateral triangle
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801 600mm circular
Providing & fixing retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm x 75mm 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm,600 mm below ground level as per drawings and technical specification Clause 801 800mmX600mm rectangular
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
Utility shifting
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. II) By Mechanical Means a) Cement Concrete HP Culvert Head Wall
CONSTRUCTION OF 1000 MM DIA. HUME PIPE (NP-3) SINGLE BARREL CULVERT Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
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
Bedding of pipe (B)Type B (First Class) Bedding Laying (First Class) bedding on wellcompacted sand, moorum as per Clause 1105
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106
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 III) P.C.C Grade M20 Nominal mix 1:2:4 (Hand mixed)
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 II )PCC Grade M 20 ii) Nominal mix 1:2:4( Hand mixrd)
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 i) Sand filling
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