Periodical Maintenance Of 5 Year Completed Pmgsy Road (Post Dlp E-Marg Module) Under Incentive Grant For The Year 2024-25 Of R.W.Division, Kuchinda (Group-Ii) Road A (L090-Gailomunda To Pandribahal), Road B (Rd Road To Titriposh)
Tender Value
1.38 Crore
Estimated cost
Bid Submission
13 May 2025
0 days left
EMD
2.76 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
kuchinda → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Periodical maintenance of 5 year completed PMGSY road (Post DLP e-Marg module) under Incentive Grant for the year 2024-25 of R.W.Division, Kuchinda (Group-II) Road A (L090-Gailomunda to Pandribahal), Road B (RD Road to Titriposh)
BOQ
| Sl. No. | Item Description |
| 1 | Part-I (Initial Rehabilitation)Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand 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 150 mm in thickness etc. complete as per specification and direction of the Engineering in charge. |
| 2 | Goelmundi to Pandibahal |
| 3 | RD road to Titriposh |
| 4 | Flank dressing to proper camber on both side berms etc. complete including taxes of all materials with all labour T&P required for the work etc. complete in all respects as per specification and direction of the Engineer-in-charge. |
| 5 | Goelmundi to Pandibahal |
| 6 | RD road to Titriposh |
| 7 | Construction of subgrade / Earthern shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MORD technical Specification Clause 303 with all leads & lift as per direction of the Engineer in charge (By mechanical means). |
| 8 | Goelmundi to Pandibahal |
| 9 | RD road to Titriposh |
| 10 | Scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layers using 0.45cum of 25mm to 40mm size hard granite metal and 15.0kg penetration grade of bitumen for 10sqmwith 0.12cum of 12mm size hard granite chips as key stone for 10sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machinaries including cost and conveyance of bitumen,metal and chips etc.complete as per specification and direction of the Engineering in charge. |
| 11 | Goelmundi to Pandibahal |
| 12 | RD road to Titriposh |
| 13 | Clearing the existing black topped surface with removal of forein materials with brooms or soft brushes and finally dusting with old gunny bags and/ or compressed air to receive bituminious treatment etc. complete. |
| 14 | Goelmundi to Pandibahal |
| 15 | RD road to Titriposh |
| 16 | Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge |
| 17 | Goelmundi to Pandibahal |
| 18 | RD road to Titriposh |
| 19 | Earthwork in excavation for foundation of structures upto 3.0 mtr depth as per drawing and technical specification Clause 1104includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialetc complete as per direction of Engineer in charge. |
| 20 | Goelmundi to Pandibahal |
| 21 | RD road to Titriposh |
| 22 | Providing plain cement concrete M-10 (1:3:6) mix with 40mm nominal size stone aggregate in open foundation upto a depth of 1.5m. Below ground level & upto a hight of 1.5m. Above ground level/bed level including cost & conveyance of all materials to site & all labour charges complete as per specification clause 802, 803, 1202 & 1203 and direction ofthe Engineer - in - charge. |
| 23 | Goelmundi to Pandibahal |
| 24 | RD road to Titriposh |
| 25 | Plain/reinforced cement concrete in sub-structure complete as per drawings and MORDtechnical specification Clauses 800,1200 andas per direction of the Engineer in charge P.C.C grade M 15(Nominal mix 1:2.5:5) |
| 26 | Goelmundi to Pandibahal |
| 27 | RD road to Titriposh |
| 28 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 29 | Goelmundi to Pandibahal |
| 30 | Providing & laying 80mm thick factory made cement concrete interlocking paver block of grade M-40 grade made by block making machine with strong vibratory compaction of approved size, dressing & shape, laid in required colour & pattern over and including 50mm thick compacted bed of course sand, filling the joints with line sandetc complete as per direction of the Engineer-In-Charge. |
| 31 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 . |
| 32 | Goelmundi to Pandibahal |
| 33 | RD road to Titriposh |
| 34 | Painting twocoats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surface /Concrete surface as per drawing etc complete |
| 35 | Goelmundi to Pandibahal |
| 36 | RD road to Titriposh |
| 37 | Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703of MORD. |
| 38 | Goelmundi to Pandibahal |
| 39 | RD road to Titriposh |
| 40 | Providing fixing 200 Mtr. Stoneas per approved drawing & specification including cost of all materials, T&P, labour, painting, figuring & fixing etc., complete as per direction of the Engineer-in-charge. |
| 41 | Goelmundi to Pandibahal |
| 42 | RD road to Titriposh |
| 43 | Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixedposition including finishing as per drawing and Technical specificationClauseof MORD. ( Fixing on Berm ) |
| 44 | Goelmundi to Pandibahal |
| 45 | RD road to Titriposh |
| 46 | 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 |
| 47 | Goelmundi to Pandibahal |
| 48 | 600mm Circular |
| 49 | 800mm x 600 mm Rectrangle |
| 50 | 900mm Eqilateral Triangle |
| 51 | RD Road to Titriposh |
| 52 | 600mm Circular |
| 53 | 800mm x 600 mm Rectrangle |
| 54 | 900mm Eqilateral Triangle |
| 55 | Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead |
| 56 | Goelmundi to Pandibahal |
| 57 | Earth work in all kinds of soilwith 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and compaction with PRR including hire and running charges of PRR etc. complete as per specification and direction of the Engineer-in-charge. |
| 58 | Goelmundi to Pandibahal |
| 59 | Supplying filling in foundation and plinth with sand including watering ramming, cost, conveyance, royalties and all taxes of materials and cost of labour with T&P required for the work etc. complete (measurement will be taken on finished section onlyas directed by the Engineer-in-charge |
| 60 | Goelmundi to Pandibahal |
| 61 | R.C.C. M-25 using 20mm down graded chips grade having specified characteristics compressive strength/ target mean strength of 25kg./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 hard granite course aggregate of20mm. down graded 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 tightsteel 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 T&P & 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 & 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) |
| 62 | Goelmundi to Pandibahal In Foundation |
| 63 | Wing Wall |
| 64 | 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 as per section 600,700,&1200 of MoRD |
| 65 | Goelmundi to Pandibahal |
| 66 | Rough stone dry packing in approns and rivetmentincluding cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour etc. complete as per direction of the Engineer-in-Charge |
| 67 | Goelmundi to Pandibahal |
| 68 | RCC of design mix of M-30 grade having specified characteristics compressive strength/ target mean strength of 30kg./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 hard granite course aggregate of20mm. down graded 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 tightsteel 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 T&P & 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 & 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) |
| 69 | Goelmundi to Pandibahal |
| 70 | Providing HYSD bar reinforcement for R.C.C. work including Straightening, cutting, bending, binding, welding, tying the grills, laying and placing in proper position as per approved design and drawing including cost, conveyance of 18 to 20 gauge binding wire cost and conveyance of HYSD bars complete in all respect as per specification for road & Bridge and direction of Eng -in Charge. |
| 71 | Goelmundi to Pandibahal |
| 72 | PART-III(Periodical Renewal) |
| 73 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm. on the prepared bituminious/ granular surface cleaned with mechanical brooms as per clause 503 of MORTH & H specification for road and bridge works ( 4rth Revision ) etc. complete as per the direction of the Engineering in charge. |
| 74 | Goelmundi to Pandibahal |
| 75 | RD road to Titriposh |
| 76 | Providing & Laying Semi Dence Bituminous Concrete with Hot Mix Plant using crushed aggregates of grading-II materials,premixed with bituminous binder, transported to site, laid over previously prepared surfase with paver finiher to required grade level & allignment & rolled to achive desired compaction as per clause-508 of MoRT&H specification for Road & Bridge Works (4th Revision). |
| 77 | Goelmundi to Pandibahal |
| 78 | RD road to Titriposh |
| 79 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 80 | RD road to Titriposh |
| 81 | Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
| 82 | RD road to Titriposh |
| 83 | Part-IV (Emergency works) |
| 84 | Work to be taken up as per the requirement and separate work order to be issued by PIU |
| 85 | Road-A |
| 86 | Road-B |
| 87 | PART-II (Routine Maintenance) |
| 88 | For 1st year |
| 89 | Goelmundi to Pandibahal |
| 90 | I-BT Renewed |
| 91 | I-CC |
| 92 | RD Road to Titriposh |
| 93 | I-BT Renewed |
| 94 | I-CC |
| 95 | For 2nd year |
| 96 | Goelmundi to Pandibahal |
| 97 | II-BT Renewed |
| 98 | II-CC |
| 99 | RD Road to Titriposh |
| 100 | II-BT Renewed |
| 101 | II-CC |
| 102 | For 3rd year |
| 103 | Goelmundi to Pandibahal |
| 104 | III-BT Renewed |
| 105 | III-CC |
| 106 | RD Road to Titriposh |
| 107 | III-BT Renewed |
| 108 | III-CC |
| 109 | For 4th year |
| 110 | Goelmundi to Pandibahal |
| 111 | IV-BT Renewed |
| 112 | IV-CC |
| 113 | RD Road to Titriposh |
| 114 | IV-BT Renewed |
| 115 | IV-CC |
| 116 | For 5th year |
| 117 | Goelmundi to Pandibahal |
| 118 | V-BT Renewed |
| 119 | V-CC |
| 120 | RD Road to Titriposh |
| 121 | V-BT Renewed |
| 122 | V-CC |
AI Tender Summary
Tender Timeline
Apr 30, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMay 13, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 14, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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