Tender For Construction Of Rd Road To Indrapur Road
Tender Value
69.41 Lakhs
Estimated cost
Bid Submission
07 Jul 2026
1 days left
EMD
69420
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Boudh → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Rd Road To Indrapur Road
BOQ
| Sl. No. | Item Description |
| 1 | Site Clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, and trees girth upto 300 mm , removal of stumps of trees cut eralier and disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC |
| 2 | Dismantaling of of Brick or stone masonary in cement mortar above 3 mtr height for existing structures including T P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviciable materials and stacking the serviciable materials with all lifts and lead of 1000 m as per specification and as per the direction of Engineer-in-charge. |
| 3 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including TP, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Upto 600mm dia |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300 2 clause 305 of MoSRTH Specifications for Road Bridge works 4th Revisionand as per the direction of engineer in charge. |
| 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). |
| 6 | Supplying filling moorum of approved quality including watering to complete saturation ramming complete with all leads lifts including cost, conveyance, royalty taxes of all materials cost of all labour TP required for the work etc. complete as per specification direction of Engineer in charge. |
| 7 | Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoSRTH Specification for Road Bridge works (4 th Revision) |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRTH Specifications for Road Bridge works (4th Revision). |
| 9 | BITUMINOUS WORKS Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg PER sqm using mechanical means as per Technical Specification Clause 502 of MOSRTH including cost, conveyance, royalty, taxes of chips and bitumen other required materials etc. complete and as per direction of EngineerInCharge. |
| 10 | Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60 70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRTH Specifications for Road Bridge works 4th Revision AR175 47 |
| 11 | Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge. |
| 12 | Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 13 | Earth work in excavation of foundation plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge. |
| 14 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 15 | Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification. |
| 16 | Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (900 mm dia.)and as per the direction of Engineer in charge. HPC 600 mm Dia |
| 17 | Cement concrete of M150 having maximum compressive strength of 150 kg. per cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 IS-516) conforming to clause 302 of IRC 21 1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory obtained from approved quarry the proportion mix, grading conforming to relevant ISIIRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering curing for 28 days centering shuttering finishing the exposed surface smooth providing grooves beads where necessary including cost, conveyance royality taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering shuttering as per specification direction of EngineerinCharge. Foundation |
| 18 | Upto Bed Level |
| 19 | Above Bed Level |
| 20 | RCC of design mix of M-20 grade having specified characteristics compressive strength target mean strength of 200kg. per cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing tests conducted in accordance with relevant clauses of IS 456 IS 516 IRC 216 1987IRC-781983 using crusher broken granite course aggregate of 20mm. .sizes proportion as specified in clause 302.6.2 of IRC 21 1987 IS 10262 subject to mix design in conformity with the grading proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry using minimum quantity of cement confirming to codal provision including hoisting, lowering laying concrete in layers not exceeding 15cm thick compacting with vibrators watering curing for 28 days including water tight steel centering , shuttering form works finishing the exposed surface smooth providing beads grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads lifts, cost of all labour TP machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the EngineerinCharge but excluding cost, conveyance of tor steel binding wire labour charges for straightening, cutting, bending, binding welding tying the grills lapping spacing etc. where ever necessary hoisting placing in position to be paid separately as required for RCC works in Bed |
| 21 | Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 22 | RCC of design mix of M-25 grade having specified characteristics compressive strength target mean strength of 300kg per cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing tests conducted in accordance with relevant clauses of IS 456 IS 516 IRC 216 1987 IRC-78 1983 using crusher broken granite course aggregate of 20mm. .sizes proportion as specified in clause-302.6.2 of IRC 21 1987 materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry using minimum quantity of cement confirming to codal provision including hoisting, lowering laying concrete in layers not exceeding 15cm thick compacting with vibrators watering curing for 28 days including water tight steel centering , shuttering form works finishing the exposed surface smooth providing beads grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads lifts, cost of all labour TP machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel binding wire lapping spacing etc. where ever necessary hoisting placing in position ( to be paid separately as required for RCC works) Raft |
| 23 | Deck slab |
| 24 | Pier cap Bed Block |
| 25 | Dirt wall |
| 26 | Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) jointing if necessary by lapping tying the grills placing in position as required for RCC works as per the approved design, hoisting, lowering laying position including cost conveyance of tor steel binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered welding lapping should confirm to relevant clause of IRC 21 1987) |
| 27 | Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials labour etc. |
| 28 | Providing Rough Stone dry packing pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge. |
| 29 | 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 |
| 30 | 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 we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1 |
| 31 | Providing and fixing of typical MMSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. |
| 32 | Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of blow density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supporte |
| 33 | Provision for Road sinage masonary structure for citizen information board,painting of 200 m k.m stone etc complete and as per the direction of engineer in charge. 200 mm stone |
| 34 | Semi-reflectorised Sign Boards |
| 35 | 200 mm dia RCC guard post. |
| 36 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment ,level and slopes as per technical specification Clause 1902 1st year |
| 37 | 2nd year |
| 38 | 3rd year |
| 39 | 4th year |
| 40 | 5th year |
| 41 | Making up loose of material irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 1st year |
| 42 | 2nd year |
| 43 | 3rd year |
| 44 | 4th year |
| 45 | 5th year |
| 46 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 1st year |
| 47 | 2nd year |
| 48 | 3rd year |
| 49 | 4th year |
| 50 | 5th year |
| 51 | Maintenance of BT road including filling up pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 ,1906 1st year |
| 52 | 2nd year |
| 53 | 3rd year |
| 54 | 4th year |
| 55 | 5th year |
| 56 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 1st year |
| 57 | 2nd year |
| 58 | 3rd year |
| 59 | 4th year |
| 60 | 5th year |
| 61 | Maintenance of road signs by way of cleaning and repainting of mandatory requlatory / cautionary informatory and place identifications sign board as per drawings and technical specification Clause 1910 1st year |
| 62 | 2nd year |
| 63 | 3rd year |
| 64 | 4th year |
| 65 | 5th year |
| 66 | Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 19121st year |
| 67 | 2nd year |
| 68 | 3rd year |
| 69 | 4th year |
| 70 | 5th year |
| 71 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 1st year |
| 72 | 2nd year |
| 73 | 3rd year |
| 74 | 4th year |
| 75 | 5th year |
| 76 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 1st year |
| 77 | 2nd year |
| 78 | 3rd year |
| 79 | 4th year |
| 80 | 5th year |
| 81 | Trimming of grass and weeds from the shoulders berms and disposing off the same to suitable locations as per technical specifications Clause 1914 1st year |
| 82 | 2nd year |
| 83 | 3rd year |
| 84 | 4th year |
| 85 | 5th year |
| 86 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 1st year |
| 87 | 2nd year |
| 88 | 3rd year |
| 89 | 4th year |
| 90 | 5th year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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