Tender For Construction Of Five Bridges Along With Approach Road Over Petanala.
Tender Overview
Project Description
Tender for Construction Of Five Bridges Along With Approach Road Over Petanala.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Sep-2026 | Date Corrigendum | Date | 17-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000m lead including cost of all labour, machinery etc complete as per Technical Specifications and Clause - 201 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 2 | Excavation for road work in soil with hydraulic excavator including cutting, trimming bottom & side slopes and transporting to the embankment locations upto 1000m lead with cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 301 & 304 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 3 | Loosening, leveling and Compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150mm, compacted at OMC to achieve minimum dry density conforming to Table 300-2 with cost of all labour, machinery etc complete as per Technical Specifications and Clause - 305.3.4 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and foundation excavation of CD & structures graded and compacted to meet requirement of table 300-2 including cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 5 | Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100 mm in depth and compating with smooth wheeled roller to achieve the density, as per approved drawing & technical specifications and as per clause - 407 of mort&h specifications for road & Bridge works including cost, conveyence, royality & other taxes of materials, cost of labours, machinery, T&P etc complete as per direction of Engineer in Charge. |
| 6 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 7 | Providing GSB Gr-vi materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 8 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 9 | Providing Primer Coat with bitumen emulsion on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 10 | Providing Tack coat with bitumen emulsion on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 11 | Providing Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 12 | Providing & laying Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 13 | Rough stone dry packing on Aprons and Revetments with hard granite stone of above.003 cum including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause - 2504 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 14 | Providing & fixing of RCC M-15 grade km stone, Hectometre of standard design as per IRC:8-1980, fixing in position with painting & printing including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge.Ordinary km stone |
| 15 | Hectometre (200mtr.) stone |
| 16 | PProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, 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 as per Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 17 | Providing and fixing bi-directional rectro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning , preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, sundries, T&P etc complete as per Clause -804 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 18 | Providing, fixing retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge.80cm x 60cm rectangular (Facility Sign) |
| 19 | 60cm circular (Speed Limit sign) |
| 20 | 30 cm x 90 cm Rectriangular (Hazard Marking sign) |
| 21 | 50 cm x 60 cm Rectriangular (Chevron Sign) |
| 22 | Providing & erecting a \\"W\\" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works as per the direction of Engineer in charge. |
| 23 | Earth work in excavation in foundation in all kinds of soil etc as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required complete in all respect as per Clause 301 & 304 of Specification for road & bridge work of MORT&H & as per Direction of Engineer in charge. |
| 24 | PCC M-15 Grade of CD & structure work using 40 to 10mm size crushed stone aggregates mixed by Batching plant, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1700 & 2100 of MoRT&H Specifications for Road & Bridge works as per Direction of Engineer in charge. |
| 25 | RCC M-35 grade Bored cast-In-situ pile of 1.200m dia excluding reinforcement complete including removal of excavated earth with all leads & lifts up to 1000mtr including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1100 & 1700 of MoRT&H Specifications for Road & Bridge works as per Direction of Engineer in charge. |
| 26 | RCC M-35 grade in Pile Cap for abutment and pier with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching plant, laying with all leads and lifts & compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1100/1200, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works as per Direction of Engineer in charge. |
| 27 | RCC M-30 grade in different items of Bridge with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching plant, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1200, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works as per Direction of Engineer in charge.Bed Concrete |
| 28 | Abutment & Pier Shaft |
| 29 | Abutment & Pier Cap |
| 30 | In Pedestal |
| 31 | Return Wall /Retaining Wall |
| 32 | Dirt Wall |
| 33 | Super Structure |
| 34 | Steel reinforcement works in structure & CD work using HYSD (uncoated reinforcement bars of Fe-500 gr.) including cost, conveyance of all materials with cost of all labour etc complete as per approved Drawing & Technical Specifications and Section -1600 of MoRT&H Specifications for Road & Bridge works as per Direction of Engineer in charge. |
| 35 | Providing & laying Filter Media with crushed stone aggregates of 45mm size satisfying requirements including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Clause - 2504.2 of MoRT&H Specifications for Road & Bridge works as per Direction of Engineer in charge. |
| 36 | Providing & fixing in position RCC Crash barrier monolithic with slab M-40 grade of 1100mm height above slab including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1600, 2300 & Clause- 2703 of MoRT&H Specifications for Road & Bridge works as per Direction of Engineer in charge. |
| 37 | RCC M-30 grade in Approach slab including steel of CD work with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching plant, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1600, 2300 & Clause- 2704 of MoRT&H Specifications for Road & Bridge works as per Direction of Engineer in charge. |
| 38 | R.C.C M-30 grade with 20mm down graded BHGCB in Wearing Coat including steel as per approved drawing and technical specifications and as per relevant clauses of Section 900,1000, 1500, 1600, 1700 & 2700 of Ministry of Road Transport & Highways & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 39 | Providing Weep Holes of 100mm dia using A.C./ PVC pipe, fixing with cement mortar including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -2706 & 2200 of MoRT&H Specifications for Road & Bridge works as per direction of the Engineer-in-charge. |
| 40 | Rough stone dry masonry with sand grouted for the walls with hard granite stones as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 41 | Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 42 | Supplying, Fitting, Fixing and Placing in position Strip Seal Expansion Joints including cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause-2606 of MoRT&H Specifications for Road & Bridge works as per direction of Engineer-in-Charge. |
| 43 | PCC Cement Concrete (1:3:6) CD & structure work using 40 size crushed stone aggregates mixed by Batching plant, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1700 & 2100 of MoRT&H Specifications for Road & Bridge works as per direction of Engineer-in-Charge. |
| 44 | Providing, Fitting & Fixing of Drainage Spouts in Deck slab including cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause- 2705 of MoRT&H Specifications for Road & Bridge works as per direction of Engineer-in-Charge. |
| 45 | Painting two coats with water bound cement paint of approved quality on unplaster concrete surface and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 46 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works as per direction of Engineer-in-Charge. |
| 47 | Utility Shifting as per direction of Engineer-in-Charge. |
| 48 | Supply and fixing of 8 mtr high Octagonal GI pu painted pole shall be designed to withstand the maximum wind speed as per IS 875. The top loading i.e. area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the requirement of BS EN 40-3- 1&3 . Octagonal Poles made from HT Steel Conforming to grade S355 & having thickness of 3mm. Top dia 70mm & Bottom dia 130mm single sharp welding with base plate dimension 200 x 200 x 16 mm & Base Plate must be Fe 415 conforming to IS 2062, foundation bolts must EN 8 grade & bolts size must be 4 x 20mm dia, PCD 200mm, Bolt length 600mm long.The door opening of the pole should be reinforced, water proofed & with locking arrangement & arrangement of in build junction box with 2 nos. 6Amp MCB (MCBs make should be L&T / SIEMENS / LEGRAND / ABB) or equivalant & terminal box with provision for connection of earth & neutral on 5mm thick fiber plate which will be kept in side the pole for termination of cable & wire. Model- Bajaj/ Utkarsh/ Valmont make or equivalent etc. all complete as per the specification & direction of Engineer in charge. |
| 49 | Construction of shallow foundation with M20 grade concrete for the pole considering the safe soil bearing capacity at site as 10 T/sqmtr with all materials and labour., taxes etc. all complete as per the specification & direction of Engineer in charge. (For Foundation & erection of 8 mtrs high Octagonal GI pole) |
| 50 | Supply of Foundation Nut and Bolts of Size M24 x 750 mm as per specification and direction of Engineer in charge. |
| 51 | Supply & installation of lighting Fixtures of 90 Watt. LED type Street Light having powder coated pressure die-cast Aluminum housing Clear toughened glass with IP66 ingress protection and impact of IK07, 4k inbuilt and 10 kv external surge protection as per approved rates Govt. of Odisha having 07 (seven) years guarantee etc. as per the direction of the Engineer-in-Charge(Make : BAJAJ/ Havells/ Crompton) or equvalent |
| 52 | Supply, fitting and fixing of Coil Earthing etc, Complete with transportation, T&P and labour charges as per the direction of the Engineer-in-Charge |
| 53 | Supply and Drawing of 2 x 2.5 sq.mm FRLS PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty flexible conduit 1.6 mm thick along with 1 x 1.5 sq.mm FRLS PVC insulated single core multistrand copper conductor as earth wire as equired.(Make of wire Finolex/L&T/Anchor/Havels/V Guard) for power supply from base of pole to light fitting etc. Complete as per the direction of Engineer-in-Charge. |
| 54 | Supply and fixing of 5 amp to 32 amp rating 240 V \\"B\\" series miniature circuit breaker suitable for lighting and other loads of the following poles in the existing MCB DB ISI marked complete with connections testing and commissioning etc. as required as per direction of Engineer in Charge. |
| 55 | Supply and laying of size 04 core x 16 sq.mm PVC insulated PVC sheathed armoured underground aluminum cable for power supply from 3 phase outdoor stand mounted Panel Board to each Junction Box of Street Light Pole including cost of materials, labour, T&P and transportation etc. complete as per direction of the Engineer-in-Charge. (Make - Havels / Nicco / Finolex / KEI /Polycab) |
| 56 | Supply and laying of size 04 core x 35 sq.mm PVC insulated PVC sheathed armoured underground aluminum cable for power supply from L. T. Pole to 3 phase outdoor stand mounted Panel Board to pole including cost of materials, labour, T&P and transportation etc. complete as per direction of the Engineer-in-Charge. (Make - Havels / Nicco / Finolex / KEI /Polycab) |
| 57 | Supply and laying of 1¼\\" OD (8 Kg/cm²) HDPE Pipe for laying of cable including cost of materials, labour, T&P and transportation as per direction of the Engineer-in-Charge. |
| 58 | Supply and fixing of three Phase outdoor type Panel Board made of 16 SWG C.R sheet of size 2'-0\\" x 2'-0\\" x 1'-0\\" with epoxy grey powder coated. The Panel Board consisting of the following accessories. (i) 63 Amp. 4 pole MCB - 1 no.(ii) 10 Amp. Single pole MCB - 1 no.(iii) Timer - 1 no.(iv) 63 Amp. Kit Kat - 3 nos.(v) 40 Amp. 4 pole Contactor - 1 no.(vi) 100 Amp. 4 pole Stud Connector- 1 no.and required socketing with complete wiring with 10sq.mm / 4sq.mm / 2.5sq.mm copper wire etc. complete with transportation, T&P and labour charges as per the direction of the Engineer-in-Charge. |
| 59 | Supply and fixing of LED Strip Tri Colour light including driver with ingress protection : IP 65 in the existing Boundary wall and at roof of Jail in Netaji Memorial etc. complete . Complete with transportation, T&P and labour charges as per direction of the Engineer-in-Charge. |
| 60 | Earthing with G.I earth pipe 3 meter long 40 mm dia ISI marked including accessories and providing masonary enclosure with cover plate having locking arrangment and watering pipe etc with charcoal and salt as required for earthing for Pannel as per direction of the Engineer- in- charge. Please Enable Macros to View BoQ information |
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