Construction / Upgradation Of Roads Under Pradhan Mantri Gram Sadak Yojana And Their Maintenance For Five Yearsofmrl08-Mundiguda To Sindhiguda
Tender Value
12.27 Crore
Estimated cost
Bid Submission
06 May 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gunupur → Odisha
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Construction / Upgradation Of Roads Under Pradhan Mantri Gram Sadak Yojana And Their Maintenance For Five Yearsofmrl08-Mundiguda To Sindhiguda
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge |
| 2 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. |
| 3 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge. |
| 4 | 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 |
| 5 | Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. |
| 6 | Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as perClause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. |
| 7 | Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge. |
| 8 | Construction of Soil aggregate base / sub baseby providing well graded material, (using moorum and sand)spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per MORDTechnical Specification Clause 400.1as 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(morum and sand admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge. |
| 10 | i) Grading -II |
| 11 | ii) Grading -III |
| 12 | Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as perclause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. |
| 13 | Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 KN Static roller including cleaning the road surface as per Technical Specification clause 506( BY Mechanical Means) |
| 14 | Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 KN Static roller including cleaning the road surface as per Technical Specification clause 506( BY Mechanical Means) |
| 15 | Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 16 | Filling in foundation trenches with approved quality ofsand as per clause 1108, 305.3.9 & 1200of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge. |
| 17 | Providing and laying reinforced cement concrete pipe (NP3) for culverts includingfixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as perClause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge. |
| 18 | 1000mmDia. Hume pipe |
| 19 | Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge. |
| 20 | Plain cement concrete M-15 in Sub structure complete as perClauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge. |
| 21 | Providing and laying reinforced cement concrete of M-25 grade in foundation complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge |
| 22 | Providing and laying reinforced cement concrete of M-25 grade in Sub-structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge |
| 23 | Providing and laying reinforced cement concrete of M-25 grade in Super structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge |
| 24 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 25 | Supplying, fitting and placing TMT bar reinforcementin substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 26 | Supplying, fitting and placing TMT bar reinforcementin superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 27 | Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling post not to exceed 1 in 500, centre to - centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 and as per the direction of the Engineer-in-charge |
| 28 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 29 | Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as perClauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge. |
| 30 | Providing and laying pitching with stone boulders of minimum size and weight as per table 1300.1 no fragment weghing less than 25 kg laid dry complete per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge |
| 31 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specificationClause 1204.3.8 and as per direction of the Engineer in charge |
| 32 | 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 perClause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of 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 Clause 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge. |
| 34 | 600 mm Equilateral Triangle |
| 35 | Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standarddesign as per IRC : 8fixing in positionincluding painting,and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge. |
| 36 | 5th Kilometer stone (Precast) |
| 37 | Ordinary kilometer stone(Precast) |
| 38 | 200 mm Stone(Precast) |
| 39 | Construction of RCC Guide Posts of 250mm dia M15 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. |
| 40 | 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 (upto 0.90 square meter size) |
| 41 | Providing and fixing of typical PMGSY Citizens information boardas per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, backplate duly welded with 75mm dia steel tubes back on edges as per drawings.The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level.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 perClause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge. |
| 42 | Long Span Bridge (Construction of HL Bridge over Siriguda nallah at 19th Km on RD Road to Gunagabali via Haliadhepo) |
| 43 | Earthwork in excavationin all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 44 | Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications. |
| 45 | Labour of sinking single circular well caission/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scooping out from inside the well & below the steining BY chiseling, grabbing blasting (if required) etc, including cost of dredging chesling, hammering, cutting with pack axes & crow bars, jack hammers or using any other modem devices for removing th rock i.e methods of sinking inside rock start including cost of necessary tools & plants ,supply & work of pumps, dredgers & compressors, derrick, winches, cranes etc. balling out of water & dredging,removing all materials & obstacles from inside |
| 46 | the wells by divers inclusive pneumatic sinking with Air lock (however the use of exposives in removing & breking the rocks is provided inside the well if steel cladding has not been provid) & removing the materials & obstacles from inside the wells by divers & other mechanical devices inclusiveof hire & running charges of all such machinery including materials & labour charges for providing kentledge loading if necessary & sinking to the required depth by loading with proper designed & preapproved weight & taking precautions adequately against tilting & shifting & dispiosal of the dredged materials away from the wells as per the direction of Engineer-in charge with all leads & lifts including hire & running charges off all machenaries cost of all labour with all leads lifts completein all repects including all incidental charges like temporary sand filling, top pluging of well etc. for safety of the structure during execution as directed by the Enginer-in charge. (Payment will only be made for sinking of the well & other items required for the well sinking operationis only incidental & no payment will be made for such items) |
| 47 | A) In all kinds of Soil(upto 10m depth) |
| 48 | i) For 7.5m dia abutment wells |
| 49 | ii) For 6.5m dia. pier wells |
| 50 | B) for 11th successive mtre depth |
| 51 | i) For 7.5m dia abutment wells |
| 52 | ii) For 6.5m dia. pier wells |
| 53 | C)for 12th successive mtre depth |
| 54 | i) For 7.5m dia abutment wells |
| 55 | ii) For 6.5m dia. pier wells |
| 56 | D)for 13th successive mtre depth |
| 57 | i) For 7.5m dia abutment wells |
| 58 | ii) For 6.5m dia. pier wells |
| 59 | D)for 14th successive mtre depth |
| 60 | i) For 7.5m dia abutment wells |
| 61 | ii) For 6.5m dia. pier wells |
| 62 | D)for 15th successive mtre depth |
| 63 | i) For 7.5m dia abutment wells |
| 64 | ii) For 6.5m dia. pier wells |
| 65 | D)for 16th successive mtre depth |
| 66 | i) For 7.5m dia abutment wells |
| 67 | ii) For 6.5m dia. pier wells |
| 68 | D)for 17th successive mtre depth |
| 69 | i) For 7.5m dia abutment wells |
| 70 | ii) For 6.5m dia. pier wells |
| 71 | D)for 18th successive mtre depth |
| 72 | i) For 7.5m dia abutment wells |
| 73 | ii) For 6.5m dia. pier wells |
| 74 | D)for 19th successive mtre depth |
| 75 | i) For 7.5m dia abutment wells |
| 76 | ii) For 6.5m dia. pier wells |
| 77 | B) In Soft Rock |
| 78 | i) For 7.5m dia abutment wells |
| 79 | ii) For 6.5m dia. pier wells |
| 80 | C) In Hard Rock |
| 81 | i) For 7.5m dia abutment wells |
| 82 | ii) For 6.5m dia. pier wells |
| 83 | Cement concrete with M-15+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 depthincluding 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 & machineriesrequired 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 haveto be done if directed by Engineer-in-Charge). |
| 84 | (i) Bottom plugging |
| 85 | Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes testedat 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 ISI/IRC 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 & taxesof all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge. |
| 86 | Top plugging |
| 87 | RCC of design mix of M-25grade having specified characteristics compressive strength/ target mean 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/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. 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) |
| 88 | Well Curb |
| 89 | Well Steining |
| 90 | Well Cap |
| 91 | Abutment & Pier shaft |
| 92 | Wing wall, Tie beam & column |
| 93 | Superstructure |
| 94 | RCC of design mix of M-20grade having specified characteristics compressivestrength/ target mean strength of 200kg./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. 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) |
| 95 | Railing & Post |
| 96 | RCC of design mix of M-30grade having specified characteristics compressive strength/ target mean 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/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) |
| 97 | Abutment & pier cap |
| 98 | Dirt wall |
| 99 | Approch slab |
| 100 | WEARING COAT |
| 101 | Supplying, fitting and placing TMT bar reinforcementcomplete as per drawings and technical specifications Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 102 | Open foundaction |
| 103 | Substructure |
| 104 | Superstructure |
| 105 | Providing and laying filter media with granular stone aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specificationClause 1204.3.8 and as per direction of the Engineer in charge |
| 106 | Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as perClauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge. |
| 107 | Providing and laying pitching with stone boulders of minimum size and weight as per table 1300.1 no fragment weghing less than 25 kg laid dry complete per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge |
| 108 | Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge. |
| 109 | i.GRANULAR MATERIAL |
| 110 | Sand Filling in wells complete as per drawing and tecnical Specification as per MoRTH sl. No. 12.21 and Specification 1207 |
| 111 | i.Filling with sand |
| 112 | Construction of RCC Guide Posts of 250mm dia M15 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. |
| 113 | Providing , fitting , fixingStrip seal expansion joint confirming to ISI specification including all cost , carriage , taxes etc complete as per specification & direction of Engineer-in-Charge |
| 114 | Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge |
| 115 | Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished) |
| 116 | Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge. |
| 117 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqmas per drawing and technical specification under section 1700 of MORD. |
| 118 | Routine maintenance of five year post completion of construction worksas per contract data of standard Bidding document inclusive of all taxes and duties etc. |
| 119 | Routine Maintenance after completion of construction works for 1st Year |
| 120 | Routine Maintenance after completion of construction works for 2nd Year |
| 121 | Routine Maintenance after completion of construction works for 3rd Year |
| 122 | Routine Maintenance after completion of construction works for 4th Year |
| 123 | Routine Maintenance after completion of construction works for 5th Year |
AI Tender Summary
Tender Timeline
Apr 20, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 06, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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