Rural Works Department has published Tender For Road Work - Pwd Road (Puriasahi) To Gujulingi Bridge Work - Construction Of Over River Mahendratanaya At 0.100 Km On Pwd Road (Puriasahi) Togujulingi. Submission Date for this Tender is 04-03-2024. Road Work Tenders in ganjam 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 | 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. |
| 4 | Excavation of roadway in oridinary roack with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with all leads and lifts, trimming bottom and side slopes in accordance with requirement of lines grades and cross sections as per technical specifiction clause 302 of MoRD and as per direction of the Engineer-in-Charge. |
| 5 | Excavation for roadway in hard rock (requiring blasting) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge. |
| 6 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge. |
| 7 | 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | Grading No.-II |
| 11 | Grading No.-III |
| 12 | 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. |
| 13 | 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) |
| 14 | 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. |
| 15 | 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. |
| 16 | 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. |
| 17 | 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. |
| 18 | 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. |
| 19 | Grading No.-II |
| 20 | 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. |
| 21 | 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 |
| 22 | Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge |
| 23 | 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. |
| 24 | 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. |
| 25 | 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 |
| 26 | 1000 mm dia HPC (Single row) |
| 27 | 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 |
| 28 | 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 |
| 29 | 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 |
| 30 | 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. |
| 31 | i) Ordinary kilometer stone |
| 32 | ii) 200 mtr Stone |
| 33 | 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. |
| 34 | 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. |
| 35 | 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. |
| 36 | BRIDGE WORK - Construction of over river Mahendratanaya at 0.100 km on PWD road (Puriasahi) to Gujulingi |
| 37 | 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. |
| 38 | Supply & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 80kg. Per meter including steel cladding using M.S. Angles / rods, plates bolts & nuts, rivets complete including bindingto size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the required level as indicated in Drg. or as per written order of the Engineer-in -Charge) as per specification and direction of the Engineer in charge.. |
| 39 | RCC of design mix of M-250 grade having specified characteristiecs compressive strength / traget means strength of 250 Kg./ 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 cluses of IS 456/IS516/IRC 216/1987/ IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded sizes & propertion as specified in clause-302.62 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 and using mnimum quantity of cement confirmaing to codal provision including hoisting, lowering, & laying concrete in layers not |
| 40 | 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 whetever necessary including cost , conveyance royalities and all other taxes of all materials with all leads & lifts , cost of all labour T&P machenaries etc.required for the work including dewatering if necesary, complete in all respects as per direction of the Engineer-in-charges but excluding cost, conveyance of tor steel & binding wire & labour charges for streightening, cutting, beinding, binding, welding and tying the grills lapping specing etc.where every necessay & hoisting & placing in positing (to be paid separately as require for RCC work) |
| 41 | Well Curb |
| 42 | Well Steining |
| 43 | RCC Railing & Post |
| 44 | Labour of sinking single cicular well casion/ cribwell of specified external diameter in all kinds of soil /soft rock/ hard rock to lines levels & plumb by scoping out from inside the well & below the steining by chiselling, grabbing blasting (if required) etc, including cost of dredging chiseling, hammering, cutting with pick axes & corw bars, jack hammers or using any other modern devices for removing the rock i.e. methods of sinking inside rock strata, including cost of necesary tools & plants supply & work of pumps, gredgers & compressors, derrick, winches, cranes etc. ballings out of water & gredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (however the use of exposives in removing & braking the rocks is prohibited inside the well if steel, cladding has not been provided) & removing the materials & obstaces from inside the wells by divers & other mechanical devices inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge |
| 45 | loading if necessary and sinking to the required depth by loading with proper design and pre approved weight and taking precautions adquately against tilting and shifting and disposal of the dredged materials away from the well as per direction of EIC with all leads and lifts including islanding providing foot bridges if necessary and including hire and running charges of all machinary cost of all labour with all leads and lifts complete in all respect including all incidental charges like temporary sand filling, top plugging of well etc. for safty of the structure during execution as directed by the EIC (payment will only be made for sinking of the well and other items required for well sinking operation will only incidental and no payment will be made for such items) |
| 46 | i) All kinds of soil |
| 47 | Upto 10 M depth |
| 48 | a) Abutments (7.50m dia) |
| 49 | b) Pier (6.50m dia) well |
| 50 | Upto 11th successive meter depth |
| 51 | a) Abutments (7.50m dia) |
| 52 | b) Pier (6.50 m) |
| 53 | ii) Soft Rock |
| 54 | a) Abutments (7.50m dia) |
| 55 | b) Pier (6.50m dia) well |
| 56 | Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty & other taxes of all materials, labour hire charges of all T&P & machineries required for the work complete in all respect. (in case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in-Charge). |
| 57 | Bottom Plugging |
| 58 | 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 additional charges, DMF 10% & EMF 5% over 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) |
| 59 | Top Plugging |
| 60 | Providing Cement concrete (1:3:6) using 4 cm size HG (C.B.) metal 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 |
| 61 | Below approach slab & Dirt wall |
| 62 | Providing Plain Cement concrete M-15 in foundation 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 |
| 63 | In substructure |
| 64 | PCC of design mix of M-200 grade having specified characteristiecs compressive strength / traget means strength of 200 Kg./ 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 cluses of IS 456/IS516/IRC 216/1987/ IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded sizes & propertion as specified in clause-302.62 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 and using mnimum quantity of cement confirmaing to codal provision including hoisting, lowering, & laying concrete in layers not |
| 65 | 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 whetever necessary including cost , conveyance royalities and all other taxes of all materials with all leads & lifts , cost of all labour T&P machenaries etc.required for the work including dewatering if necesary, complete in all respects as per direction of the Engineer-in-charges but excluding cost, conveyance of tor steel & binding wire & labour charges for streightening, cutting, beinding, binding, welding and tying the grills lapping specing etc.where every necessay & hoisting & placing in positing (to be paid separately as require for RCC work) |
| 66 | Well Steining |
| 67 | RCC of design mix of M-300 grade having specified characteristiecs compressive strength / traget means strength of 300 Kg./ 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 cluses of IS 456/IS516/IRC 216/1987/ IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded sizes & propertion as specified in clause-302.62 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 and using mnimum quantity of cement confirmaing to codal provision including hoisting, lowering, & laying concrete in layers not |
| 68 | 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 whetever necessary including cost , conveyance royalities and all other taxes of all materials with all leads & lifts , cost of all labour T&P machenaries etc.required for the work including dewatering if necesary, complete in all respects as per direction of the Engineer-in-charges but excluding cost, conveyance of tor steel & binding wire & labour charges for streightening, cutting, beinding, binding, welding and tying the grills lapping specing etc.where every necessay & hoisting & placing in positing (to be paid separately as require for RCC work) |
| 69 | a) Well cap |
| 70 | b) Abutment, Pier Shaft |
| 71 | Abutment andpier cap |
| 72 | Superstructure |
| 73 | Deck Slab |
| 74 | Wing Wall |
| 75 | Wearing Coat |
| 76 | Dirt wall |
| 77 | Approach Slab |
| 78 | Kerb Wall |
| 79 | Providing & fixing of HYSDbars confirming to approved grade cutting bending , binding, lapping, splicing, welding etc. (conforming to ISI specification ) & jointing if necessary be 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 toapproved by the Deptt. ) etc. complete (Weight of binding wire shall not be considered for payment at all which will be bome by the contractor (standard CO-efficient of different size of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC - 21/1987)as per specification and direction of Engineer in charge. |
| 80 | Foundation |
| 81 | Substructure |
| 82 | Superstructure |
| 83 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastoner elements to be as per IRC : 83 part-I & II respectively and other parts conforming to BS : 5400, section 9.1 & 9.2 and clause 2006 of MoRTH specifications complete as per drawing and approved technical specifications. |
| 84 | Providing, fitting & Fixing Anchor bars upto 28mm Dia to the founding level at rock strata of pier and abutments as per approved design and proportion of cement mortar including cost, conveyance, & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bendng, binding, tying the grills & placing in position as per specification and direction of Engineer-in-Charges. |
| 85 | Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge |
| 86 | 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 |
| 87 | Providing & fixing C.I. grating to holes in deck slabs upto 15cm dia for drainage of water including cost of materials and T&Prequired for the work as directed by the Engineer-in-Charge |
| 88 | 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. |
| 89 | 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. |
| 90 | Supplying & fixing 15 cm dia 1.00 long guard posts of RCC (1:2:4) using 7.5 Kg. of steel for each guard posts with 12mm size black hard granite stone chips including cost of all reinforcemant & materials centering, shuttering & watering, curing etc. complete as per specification and direction of EIC |
| 91 | Levelling the hard rock surface under wells for piers, abutments & wingwalls including with cost, conveyance, royalty and other taxes of all materials and cost of all labour T & P required for the work complete in all respects & as directed by the Engineer-in-Charge. |
| 92 | Back filling behind abutmment, wing walls & return wallsincluding 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. |
| 93 | Sand & Boulder |
| 94 | 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. |
| 95 | Painting 2 coats with enamel paint over a coat of primer of approved shade on new work to give an even shade including cost of paint with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 96 | 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 |
| 97 | RETAINING WALL 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. |
| 98 | Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge |
| 99 | Providing Cement concrete (1:3:6) using 4 cm size HG (C.B.) metal 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 |
| 100 | In Foundation |
| 101 | Providing Plain Cement concrete M-15 in foundation 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 |
| 102 | In substructure |
| 103 | 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. |
| 104 | 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. |
| 105 | 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 |
| 106 | Maintenance (Road Works) Routine Maintenance after completion of construction works 1st Year |
| 107 | 2nd Year |
| 108 | 3rd Year |
| 109 | 4th Year |
| 110 | 5th Year |
| 111 | Maintenance (Bridge Works) Routine Maintenance after completion of construction works 1st Year |
| 112 | 2nd Year |
| 113 | 3rd Year |
| 114 | 4th Year |
| 115 | 5th Year |
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