Rural Works Department has published Tender For Road Work - L-142-Rd Road To Jakharapalli Bridge Work - Construction Of Bridge Over Local Nallah At 0.095 Km. On Rd Road To Jakharapalli. Submission Date for this Tender is 27-03-2024. Bridge Work Tenders in gajapati Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | B.T. ROAD Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification cluase 201.1. &direction of Engineer-in-charge (by manual means). |
| 2 | 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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 by mechanical means as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. |
| 4 | Construction of granular sub-base Gr.III using Sand & Moorum Admixture by providing well graded material, spreading in uniform layers with tractor with ordinary grader on prepared surface mixing by mix in place method with rotavator at OMC and compactingwith smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401 of MoRDand as per direction of Engineer-In-Charge. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by Mechanical means and as per direction of Engineer-In-Charge. |
| 6 | Grading No.-II |
| 7 | Grading No.-III |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface. and as per direction of Engineer-In-Charge. |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD.and as per direction of Engineer-In-Charge. (By Mechanical Means) |
| 10 | Providing, laying and rolling of close graded Mix Seal surface (MSS) material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per techhnical specification Clause 509 of MoRD by manual meansand as per direction of Engineer-In-Charge. |
| 11 | Fine dressing &Turfing including transportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge. |
| 12 | CONCRETE PAVEMENT Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRDand as per direction of Engineer-In-Charge. |
| 13 | Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge |
| 14 | Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in open foundationas per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge. |
| 15 | Construction of Gravel/soil aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surfce, mixing by in place method of OMC with tractor mount appropriation rotavator attachment and compaction with three wheel 80-100 in static roller capacity to achieve the desired density complete as per specification contained in Para 2.2.3.6 and 3.7 of IRC SP-77-2008 as per the direction of the Engineer-in-Charge |
| 16 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by Mechanical means and as per direction of Engineer-In-Charge. |
| 17 | Grading No.-II |
| 18 | Construction ofun-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 25 mm, 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 formwork 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, primer, sealant,near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, finishing to lines and grade as per drawingand Technical Specification Clause 1501 and as per the direction of the Engineer in charge. |
| 19 | Construction of un-reinforced, plain cement pannelled (0.5m x 0.5m) concrete pavement of 100 mm thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade) coarse and fine agreegate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25 mm, 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 form work laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying primer sealant near approaches to bridge / culvert and construction joints admixtures as approved, curing of concrete slab for 14-days finishing to line and grade as per drawing and technical specification clause 1501. Panels are to be made by cutting grooves of 3 to 5 mm thick and 25 to 30 mm deep in C.C.Slab. The grooves are to be filled with sealant etc as per direction of Engineer-in-Charge. |
| 20 | CROSS DRAINAGE WORKS Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MoRD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material andas pr the direction of the Engineer in charge |
| 21 | Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge |
| 22 | Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in open foundationas per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge. |
| 23 | Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructureas per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge. |
| 24 | Providing and laying reinforced cement concrete pipe NP3 for culverts on moorum bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. andas per the direction of the Engineer in charge |
| 25 | 1000 mm dia HPC (Single row) |
| 26 | PROTECTION WORK Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MORD 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 as per direction of Engineer-In-Charge. |
| 27 | Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge |
| 28 | Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in open foundation as per drawings & Technical Specification clauses 802,803, 1202 & 1203 of MORD and as per direction of Engineer-In-Charge. |
| 29 | Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructureas per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge. |
| 30 | Providing & laying Plain Cement Concrete M-20 Nominal Mix (1:2.4)in Open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge. |
| 31 | 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 andas per the direction of the Engineer in charge |
| 32 | ROADAPPURTENANCES 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 welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 andas per the direction of the Engineer in charge |
| 33 | 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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge |
| 34 | Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MoRD. andas per the direction of the Engineer in charge |
| 35 | Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD. |
| 36 | i) Ordinary kilometer stone |
| 37 | ii) 200 mtr Stone |
| 38 | Providing and fixing of typical Citizen Informatory sign board with Logo as per MoRD specification and drawing. Two nos MS Plate of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat iron frame of both plates with be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.00 of MoRDand as per direction of Engineer-In-Charge. |
| 39 | Providing and fixing of Maintenance Board with Logo as per MoRD specification and drawing. Two nos MS Plate of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat iron frame of both plates with be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.00 of MoRDand as per direction of Engineer-In-Charge. |
| 40 | Construction of guide posts of 250mm dia M 15 grade cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 as per direction of Engineer in charge. |
| 41 | Bridge work - Construction of Bridge over Local Nallah at 0.095 Km. on RD road to Jakharapalli |
| 42 | Earth work in cutting in all kinds of soil (over burdern earth) with all leads & lifts & depositing the excavated materials away from the working areas complete as per specification &direction of the Engineer-in-Charge including cost of all labour & T&P articles, Cess, required for the work etc. complete in all respect upto bed level. |
| 43 | Excavation of foundation in oridinary soft rock by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and deposting the soil within initial lead of 50 m and as per specification approved by Dept. |
| 44 | Earth work in excavation of foundation in all kinds of soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel. |
| 45 | Providing and laying Plain Cement concrete M-10 nominal mix (1:3:6) in foundation upto a required depthbelow ground level and upto a required height above ground level/bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge |
| 46 | With Dewatering |
| 47 | Without Dewatering |
| 48 | Providing PCC M-15 of controlled quality having minimum cube strength of 150 Kg/cm2 on 150 mm cube at 28 days with clean hard crushed broken granite chipe of 40mm and down graded size of constitent with strength and cover of concrete etc. complete including hoisting, lowering laying in position in layers not exceeding 15cm thick including watering, curring, dewatering, shoring side shuttering if necessary at the time of laying concrete with cost and conveyance taxes royalty of all materials etc. with all labour and T&P required for the work complete as per direction of Engineer-in-charge.(With Frame work) |
| 49 | In Foundation |
| 50 | In substructure |
| 51 | Providing RCC of design mix of M-250 grade of controlled qulity having cube strength of 250kg./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/IRC16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concretein layers compacting with vibrators watering & curing for 28 days including water tight steelcentering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess 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. |
| 52 | Deck Slab |
| 53 | Post & Railing |
| 54 | Providing RCC of design mix of M-300 grade of controlled qulity having cube strength of 300kg./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/IRC16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concretein layerscompacting with vibrators watering & curing for 28 days including water tight steelcentering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess 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. |
| 55 | Foundation |
| 56 | Abutment & Pier Shaft |
| 57 | Abutment cap & Pier Cap |
| 58 | Dirt Wall |
| 59 | Retaining Wall |
| 60 | Approach Slab |
| 61 | Wearing Course |
| 62 | Supplying, fitting and placing HYSD bar reinforcement inOpen Foundationcomplete as per drawings and technical specification Clauses 1000 & 1202 andas per the direction of the Engineer in charge |
| 63 | Supplying, fitting and placing HYSD bar reinforcementinsubstructure complete as per drawings and technical specification Clauses 1002,1005, 1010 & 1202 andas per the direction of the Engineer in charge |
| 64 | Supplying, fitting and placing HYSD bar reinforcementinsuperstructurecomplete as per drawings and technical specification Clauses 1002, 1010 & 1202 andas per the direction of the Engineer in charge |
| 65 | Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge. |
| 66 | Gravel backing to revetments and slopes of road embankments with good laterite moorum conveying from stacks stacked at work site or at approved stacking yard with cost, conveyance royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respect and as per direction of the Engineer in charge. |
| 67 | Providing & layng R.R.H.G.Stone with sand grouting with cost, conveyance royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respect and as per direction of the Engineer in charge. |
| 68 | Rough stones dry packing in approns & revetments of desinged thickness on slope using 30 cm & above size hard broken granite stones of approved quality free from weathering skin & from approved quarry including filling the interstices with small stones spalls etc. wth cost, conveyance, royalty, with all leads & lifts & taxes of all materials & labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50 Kg. ) as per specification & direction of Engineer-in-Charge. |
| 69 | Providing and fixing strip seal expansion joint board approved by Deptt. Including cost, conveyance, taxes, cess, all labour, T&P etc. completed as per specification and direction of Engineer-in-Charge |
| 70 | Providing supplying, fitting, fixing of Salitex Board 25 mm thick on the expansion joint board for the bridge works completely Including cost, conveyance, taxes, cess, all labour, T&P etc. completed as per specification and direction of Engineer-in-Charge |
| 71 | Providing filter media in the rear of abutment & wing walls, return wall with 45mm. size clean hand broken granite metal of approved quality from approved quarry as per specification & direction of the Engineer-in-Charge including cost, conveyance royality, Cess & taxes of all materials T&P articles required for the work etc. complete as per direction of Engineer in charge. |
| 72 | Cement painting two coats with any approved water proofing cement paint with brush towall surface after cleaning the surface including cost of the paint sand papering polishing the surface with cost, conveyance, royality of all materials and labour with T&P required for the work etc. complete as per direction of Engineer in charge. |
| 73 | Providing and fixing 15 cm dia and 1 m long guard post of RCC M-15 including cost, conveyance royality, DMF (10% of royalty), EMF (5% of royalty), additional charges Cess, taxes of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge. |
| 74 | PROTECTION WORK Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MORD 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 as per direction of Engineer-In-Charge. |
| 75 | Supplying & filling good clean river sand inside the well / approach road/ retaining wall including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge. |
| 76 | Providing Cement concrete M-15 in foundation & plinth upto a required depthbelow ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge |
| 77 | In Foundation |
| 78 | In Sub-structure |
| 79 | Providing Rough stone dry packing/ pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of 30 cm and above size of approved quality from approved quarryincluding quarrying supplying conveying and cost conveyance taxes royality, DMF (10% of royalty), EMF (5% of royalty), additional charges Cess of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level etc. complete in all respect (the weight of each stone shall not be less than 40 kg) as per direction of the Engineer – in – charge including dewatering if required. |
| 80 | Gravel backing to revetments and slopes of road embankments with good laterite moorum conveying from stacks stacked at work site or at approved stacking yard with cost, conveyance royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respect and as per direction of the Engineer in charge. |
| 81 | 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 andas per the direction of the Engineer in charge |
| 82 | Maintenance (Road Works) Routine Maintenance after completion of construction works 1st Year |
| 83 | 2nd Year |
| 84 | 3rd Year |
| 85 | 4th Year |
| 86 | 5th Year |
| 87 | Maintenance (Bridge Works) Routine Maintenance after completion of construction works 1st Year |
| 88 | 2nd Year |
| 89 | 3rd Year |
| 90 | 4th Year |
| 91 | 5th Year |
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