Tender For Construction Of Village Road With Drainage System And Solar Streetlight At Daruthenga Panchayat
Tender Value
5.90 Crore
Estimated cost
Bid Submission
30 Jul 2026
7 days left
EMD
5.90 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Village Road With Drainage System And Solar Streetlight At Daruthenga Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lift and lead upto 1000 m as per direction of EIC-Existing Flexible Pavement |
| 2 | Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision) proposed road |
| 3 | Construction of dry lean cement concrete sub-base over a prepare sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15.:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 280kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per clause 601 of MOSRT&H Specifications for Road & Bridges work (4th Revision) DLC for Profile Correction - 10.0% |
| 4 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) Proposed road |
| 5 | Total Length of Flexible Pavement Road |
| 6 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018.- paver block |
| 7 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from streaks and holes. Centerline |
| 8 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 and as per direction of EIC i) 600mm equilateral triangle |
| 9 | ii) 600mm dia circular ( Speed Limit) |
| 10 | iii) 800mm x600mm rectangular ( For Place Indentification) |
| 11 | iv) 600x600 mm square( For Intersection) |
| 12 | Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer. i) 5 kilometer stone |
| 13 | ii) Ordinary kilometer stone |
| 14 | iii) 200 mm Stone |
| 15 | providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C iv) Guard Post |
| 16 | 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. i) under raft ii)Side |
| 17 | Backfilling in Foundation Trenches with sand as per drawing and technical specification Clause 1108 i)Under Raft ii) Between Wing Wall & Abutments |
| 18 | Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause A. Foundation |
| 19 | R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete. A. Bottom raft |
| 20 | Deck Slab |
| 21 | Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3-Wearing coat |
| 22 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 23 | 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 |
| 24 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 25 | Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material |
| 26 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 27 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge. |
| 28 | Providing Plane Cement Concrete of M20 complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge i) drain bed ii) drain wall |
| 29 | Providing Concrete for reinforced cement concrete of M25 complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge |
| 30 | Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge |
| 31 | Supplying, fitting and placing Steel Grating (0.15 x 0.15) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge |
| 32 | Supply of Elegant look Anchor by Panasonic make 80 W AIO LED Solar Street lights having extruded alluminium housing, 200Wp or more Mono Crystalline Panel/Laminates fixed on the top of the luminaire housing, maintenance free 12.8 volts 96 Ah or more LiFePO4 battery(BIS certified) , BMS, MPPT charge controller, PIR sensor to provide 2 days (24 hrs ) back up . The luminaire is having IP 65 protection for critical components, IK 08 and having lumen output of > 12000 lumen and having minimum lumen efficacy >150 lm/w) as per LM 79 report third party NABL lab to justify the lumen output & lumen efficacy . Lenses should be provided on the LED chip for better lighting dstribution to avoid glare on human eyes. Both the luminaire and Mono Crystalline Panel must be manufactured in India. The Solar lighting companies should submit the lighting design report prepared by their in house lighting design for achieveing lux level of 40 lux if required as per the direction of engineer in charge .The Solar lighting manufacturer must submit the declaration letter by mentioning that complete solar light and the solar panel are manufactured in India ( Made in China product are not acceptable) and warranty certificate on their company's letterhead by mentioning warranty period as 5 years and necessary aftersales ervice will be provided through their tollfree base service network located within 100 KM from the project site. The Solar Street light manufacturer should have own NABL accredieted laborotory. The following test reports must be submitted for the technical acceptance of the products. 1.LM 79 REPORT (Third party NABL lab only) , 2. IK 08 (Report of Third party NABL lab only for any wattage of AIO solar light ) , 3. IP 65 (Report of Third party NABL lab only . The AIO solar street light must complies to the following : 1. EN50530 – MPPT Efficiency , 2.. IEC61547 , 3. IEC61000-3-2 – EMC , 4. IEC 60598-2-3 ,5. IEC 62109-1, 6 Wind load test report of AIO Street light having 200 Wp or more capacity Solar Mono Panel suitable for 180 KM/Hr wind Speed. ( The necessary test reports of third party NABL lab against the above must be submitted for any wattage of AIO Solar street lights for acceptance of product/TDS approval prior to start of the work. All the test reports must be in the name of solar lighting company ) Make- (Philips/Panasonic/Wipro only ) Solar Street Light |
| 33 | Supply of 8 mtr long hot dip galvanized Octagonal pole having base dia of 175 mm and top dia of 70 mm and plate thick ness of 3 mm or more. complete with base plate and 4 nos. Jtype En 8 grade foundation bolts to withstand 180 KM / HR or more wind speed considering the weight & dimension of 1 nos 80 W AIO Solar light to be fitted in the pole at two diffrent heights ( One light on Pole Top and second light on the differential bracket)(Make - Bajaj/Vakrangee/Valmont/BPP) Solar Street Light (Pole) |
| 34 | Construction of RCC foundation by using M20 grade RCC and Fe 415 grade reinforcement in the foundation by considering the SBC as 10 T per sq mtr and fixing the 4 nos. fdn bolts in that foundation for installation of pole with Solar light on that foundation. The work shall be excuted as per the direction of EIC. RCC Foundation |
| 35 | Installation of 8 mtr pole on the adaptor plate after fixing the 80 W AIO Light in the pole by using suitable machinery by taking all safety precautions as per the direction of EIC. (make- as approved by PWD Odisha) Installation Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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