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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹64.8 LAdmitted-Finance | -12.02% | ₹64.8 L | L1 | Admitted-Finance |
| 2 | L2₹69.9 LAdmitted-Finance | -5.10% | ₹69.9 L | L2 | Admitted-Finance |
| 3 | L3₹70.0 LAdmitted-Finance | -4.99% | ₹70.0 L | L3 | Admitted-Finance |
| 4 | L3₹70.0 LAdmitted-Finance | -4.99% | ₹70.0 L | L3 | Admitted-Finance |
| 5 | L4₹72.2 LAdmitted-Finance | -2.00% | ₹72.2 L | L4 | Admitted-Finance |
Tender Value
₹87 L
EMD Value
₹87,000
Closing Date
20 Feb 2026, 5:00 pmClosed
Executive Officer Brajrajnagar Municipality
Executive Officer Brajrajnagar Municipality At/Po-Lamtibahal, Ps-Brajrajnagar, Dist-Jharsuguda
Development
2026_ORULB_125611_12
BRJNRM -05/2025-26
Open Tender
Civil Works - Others
90 days
Brajrajnagar Municipality
Please refer the tender documents
3 documents required · 3 mandatory
₹10,000
₹87,000
Yes
30 Mar 2026
7 Feb 2026
21 Feb 2026
7 Feb 2026
20 Feb 2026
7 Feb 2026
Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m. Initial lift icluding rough dressing and bracking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m. in depth and as per the direction of the engineer-in-charge.
Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m. Initial lift icluding rough dressing and bracking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m. in depth and as per the direction of the engineer-in-charge.
Filling in foundation & plinth with clean coarse river sand including watering & ramming depth with all lead labour T&P charges etc.required (only consolidated volume shall be taken for payment) including supplying of all materials, labour & T&P with cost, conveyance, royalty, texes etc all complete as per specification & direction of Engineer in charge.
C.C (1:3:6) using 4cm size hard granite (Crusher Broken) metal including cost, conveyance and royalty of all materials, cost of all labour, T&P etc., complete.
Labour for laying sub-base in layers not exceeding 100 mm watering and compacting to the required density in O.M.C with Power Road Roller including cost and conveyance of sub base materials,hire and running charges of PRR . (See Page no-142,Item no 8 of AoR-6)
Providing and Laying Factory made Chamfered edge Cement Concrete Paver Blocks of required strength, thickness & size/shape made by table Vibratory method to attain superior smooth finish using PU or Equivalent moulds, Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse sand, compacting and proper embedding / laying of interlocking Paver Blocks into the sand bedding layer through vibratory compaction by using plate vibrator, Filling joints with Fine sand and cutting of Paver blocks as per required size/ Pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways, or light traffic parking and Lanes/Road etc, all complete as per Manufactures Specifications and Direction of Engg -ln- Charge. 80mm thick c.c. Paver Blocks of M-40 grade with approved colour design Pattern etc. complete. (Coloured Hexagonal or squre shape)
CC work of M25 Grade with 20 mm sizeand down graded black hard granite chips including cost, conveyance and royalty of all materials, cost of all labour,T&P etc. complete
Rigid smooth centering shuttering for Concrete Walls including dismentalling after casting A) FND & Plinth Bend
B) Wall & Fins
Supplying ,fitting,and placing uncoated HYSD reinforcement complete.
Fixing of Dholpuri stone in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1(1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete excluding cost of precast tiles .
Supplying all materials, labour, T&P for providing Mild Steel tubular posts and Trusses and base plates made out of ERW tubes, Grade YST 210 conforming to ISS no.1161/79 (3rd Revision) duly painted with red oxide primer etc. complete.
Supplying fitting & fixing of Precoated Galvanized iron Profile sheet semi gloss of 1000mm width & total coated thickness 0.50mm in roof drilling hole in wind ties including fixing of ridges valleys, wind ties etc. complete including cost of sheet & all fitting (per 1 Sq. Mtr.)
12 mm. thick C.P (1:4) with all cost, conveyance and royalty etc. all complete.
Priming 1 coat with any appproved Primer (Labour only) including cost of primer etc. complete
Finishing walls with Weather Coat of approved shade on new work two coat to give an even shade inculding cost of paint. Per 1 Sqm.
Providing,laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of materials T&P etc (See Page no-162,Item no 41 of AoR-06) Grading II using stone Screen Dust.
Light Provision (minimast Light 2 Nos.):- Supply of 16M high mast in two sections Suitable for 50 m/sec wind speed along with head frame, luminaires in systemetical arrangement and other accessories manufactured in factory. (Make-Consoul/CG/ PHILIPS/RR)
Supply of raising lowering system comprising double drum winch, 6mm diameter SS wire rope, tailing cable, connector, junction box, lighting finial. (wiring material from JB to individual luminaire & MCB in base compartment are not included and are a part of installation).
Supply of foundation bolts manufactured from special steel along with nuts, washer, ancor late and common template.
Supply of LED floodlight type Havells/CG/Philips/Orient 200W.
Suppy of LED type single dome aviation obstruction light.
Supply of outdoor stand mounted feeder pillar with 32A TPN MCB incomer, single dial time switch, 25A TP contactor for the automatic switching of luminaries, power tool control with 2no 9A contactor and raise lower push button, Incoming 35sq. Mm and out going 16&2.5 sq.mm terminals.
Construction of shallow foundation with M20 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 mtr depth with all materials and labour
Erection of the mast with the help of suitable tools and plants, wiring of luminaires with all wiring materials like PVC insulated PVC sheathet flexible cable of suitable copper conductor cores of 1.5 sq.mm lugs, MCB and all labour.
Provision of GI pipe earting for High mast with 2.5 M long 40 mm dia GI pipe including connection to High mast earth terminal with 25x3 mm GI flats with all materials and labour. (2nos per mast required)
Installation of the mast feeder pillar by grouting the stand in concrete.
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