Rural Works Department has published Improvement To Road And C.D Works Under Pmgsy-Iii For The Package No. Or-03-260 Name Of Road =Pwd Road At M.Gandpali To Barpali Border Via- Purna, Manpur=6.90Km And Bridge Over Ranj Nallah At 4Th Km On Pwd Road To Barpali Border Via Purna,Manpur Road. Submission Date for this Tender is 04-06-2021. Road Repair Tenders in Padampur Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-May-2021 | 1st corrigendum | Date | 04-06-2021 |
| 2 | 02-Jun-2021 | 3rd corrigendum | Other | 04-06-2021 |
| Name of Work: Improvement to Road and C.D works under PMGSY-III for the package no. OR-03-260 Name of Road =PWD road at M.Gandpali to Barpali Border via- Purna, Manpur=6.90km and Bridge over Ranj Nallah at 4th km on PWD Road to Barpali Border via Purna,Manpur Road | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1 | 11475 | Sqm |
| 2 | 2 | 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 earlier and 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 as per MoRD Specification for Rural roads Clause 201 by manual means as per the direction of the Engineer in charge. | 2 | 8025 | Sqm |
| 3 | 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per clause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge. | 3 | ||
| 4 | 3.1 | Cement Concrete | 9 | Cum | |
| 5 | 4 | 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 | 352.4 | Cum |
| 6 | 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. | 5 | 349.91 | Cum |
| 7 | 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 per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. | 6 | 10307.4 | Cum |
| 8 | 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. | 7 | 16008 | Sqm |
| 9 | 8 | Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the engineer-in-charge. | 8 | 3.34 | Cum |
| 10 | 9 | Construction of Granular Sub base (Grade-III) by providing ,Moorum & Sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing Morum and Sand by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401. | 9 | 1153.63 | Cum |
| 11 | 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening/Stone Screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 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. | 10 | ||
| 12 | 10.1 | i)Grading No. -II (63-45 mm size) with crusable screening like moorum sand admixure | 11 | 458.31 | Cum |
| 13 | 10.2 | ii) Grading No. -III (53-22.4 mm size) with crusable screening like moorum sand admixure | 12 | 553.94 | Cum |
| 14 | 11 | 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 per clause 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 | 19155.6 | Sqm |
| 15 | 12 | Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 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. | 14 | 19155.6 | Sqm |
| 16 | 13 | Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm-5.6mm aggregate using S-65 penetration grade bitumen (with waste plastic 8 % of weight of 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 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of type-B as per clause 508 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work by mechanical means and as per direction of Engineer-in charge.(By mechanical means) | 15 | 19155.6 | Sqm |
| 17 | 14 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per clause 510 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work with S-65 grade bitumen (with 8 % waste plastic of weight of bitumen ) laid by mechanical means and as per direction of Engineer in charge.(By mechanical means) | 16 | 19155.6 | Sqm |
| 18 | 15 | Construction of Cell filled 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. | 17 | 601.07 | Cum |
| 19 | 16 | Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 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. | 18 | 28.5 | Cum |
| 20 | 17 | Providing and laying reinforced cement concrete pipe (NP4) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per Clause 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. | 19 | ||
| 21 | 17.1 | 1000mm Dia. Single Row H.P. Culvert | 20 | 15 | Rmt |
| 22 | 18 | 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. | 21 | 69.19 | Cum |
| 23 | 19 | Plain cement concrete M-15 in Sub structure complete as per Clauses 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. | 22 | 211.36 | Cum |
| 24 | 20 | 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 | 23 | 14.32 | Cum |
| 25 | 21 | Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. | 24 | 2.37 | qnl |
| 26 | 22 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. | 25 | 26.93 | qnl |
| 27 | 23 | Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge. | 26 | 139 | No |
| 28 | 24 | Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge | 27 | 19.96 | Cum |
| 29 | 25 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 and as per direction of the Engineer in charge | 28 | 16.12 | Cum |
| 30 | 26 | Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge. | 29 | 15 | Rm |
| 31 | 27 | 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes,\n labour and T&P required for the work and\n as per direction of Engineer-in-charge. | 30 | 2 | No |
| 32 | 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 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. | 31 | ||
| 33 | 28.1 | 600 mm Equilateral Triangle | 32 | 41 | No |
| 34 | 29 | Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge. | 33 | ||
| 35 | 29.1 | 5th Kilometer stone (Precast) | 34 | 1 | No |
| 36 | 29.2 | Ordinary kilometer stone(Precast) | 35 | 6 | No |
| 37 | 29.3 | 200 mm Stone(Precast) | 36 | 28 | No |
| 38 | 30 | 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. | 37 | 60 | No |
| 39 | 31 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-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) | 38 | 7 | No |
| 40 | 32 | Providing and fixing of typical PMGSY Maintenance Sign Boaed made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge. | 39 | 1 | No |
| 41 | 33 | Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate 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 per Clause 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. | 40 | 2 | No |
| 42 | 33.1 | Long Span Bridge | 41 | ||
| 43 | 34 | Earth work in excavation of in all kinds of soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer -in –charge. | 42 | 4561.49 | Cum |
| 44 | 35 | 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. | 47 | 39.811 | Rmt |
| 45 | 36 | 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 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 inclusive of 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 complete in 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 operation is only incidental & no payment will be made for such items) | 48 | ||
| 46 | 36.1 | A) In all kinds of Soil(upto 10m depth) | 50 | ||
| 47 | 36.2 | i) For 7.5m dia abutment wells | 51 | 11.95 | Rmt |
| 48 | 36.3 | ii) For 7.0m dia. pier wells | 52 | 5.5 | Rmt |
| 49 | 36.4 | B) In Soft Rock | 53 | ||
| 50 | 36.5 | i) For 7.5m dia abutment wells | 54 | 17.602 | Rmt |
| 51 | 36.6 | ii) For 7.0m dia. pier wells | 55 | 17.89 | Rmt |
| 52 | 36.7 | C) In Hard Rock | 56 | ||
| 53 | 36.8 | i) For 7.5m dia abutment wells | 57 | 1.2 | Rmt |
| 54 | 36.9 | ii) For 7.0m dia. pier wells | 58 | 1.2 | Rmt |
| 55 | 37 | 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 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). | 59 | ||
| 56 | 37.1 | (i) Bottom plugging | 60 | 276.778 | Cum |
| 57 | 38 | Cement concrete of M-15 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant 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 & taxes of 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. | 61 | ||
| 58 | 38.1 | (i) Top plugging | 62 | 43.791 | Cum |
| 59 | 39 | 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 tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour 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) | 63 | ||
| 60 | 39.1 | Well Curb | 64 | 99.316 | Cum |
| 61 | 39.2 | Well Steining | 65 | 235.65 | Cum |
| 62 | 39.3 | Well Cap | 66 | 246.047 | Cum |
| 63 | 39.4 | Abutment & Pier shaft | 67 | 146.865 | Cum |
| 64 | 39.5 | Wing wall, Tie beam & column | 68 | 11.431 | Cum |
| 65 | 39.6 | RCC railing | 69 | 199 | Rmt |
| 66 | 40 | RCC of design mix of M-20grade having specified characteristics compressive strength/ 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 of 20mm. 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 tight steel centering ,shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour 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) | 70 | ||
| 67 | 40.1 | Well Steining | 71 | 710.651 | Cum |
| 68 | 41 | 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 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 tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour 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) | 72 | ||
| 69 | 41.1 | Abutment & pier cap | 73 | 11.005 | Cum |
| 70 | 41.2 | Dirt wall | 74 | 11.69 | Cum |
| 71 | 41.3 | Superstructure | 75 | 414.315 | Cum |
| 72 | 41.4 | WEARING COAT | 77 | 68.963 | Cum |
| 73 | 42 | Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. | 78 | ||
| 74 | 42.1 | Foundation | 554.724 | Qntl | |
| 75 | 42.2 | Substructure | 201.271 | Qntl | |
| 76 | 42.3 | Superstructure | 731.665 | Qntl | |
| 77 | 43 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 and as per direction of the Engineer in charge | 79 | 82.891 | Cum |
| 78 | 44 | 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 as per drawing and technical specification and direction of Engineer in charge. | 80 | 62.4 | Rmt |
| 79 | 45 | Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required. | 81 | 227.62 | Cum |
| 80 | 46 | 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. | 82 | ||
| 81 | 46.1 | i.GRANULAR MATERIAL | 83 | 112.12 | Cum |
| 82 | 46.2 | ii.SANDY MATERIAL | 84 | 1167.97 | Cum |
| 83 | 47 | 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. | 85 | 104 | Nos |
| 84 | 48 | Providing fitting & fixing Strip Seal expansion joints as per MORTH Specification including all cost carriage etc complete in all respects as per specification & direction of the Engineer-in-Charge. | 86 | ||
| 85 | 48.1 | Fixing of Expansion Joint | 87 | 30 | Rmt |
| 86 | 48.2 | Fixing of Salitax Board | 88 | 8.639 | Sqm |
| 87 | 49 | 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 | 89 | ||
| 88 | 49.1 | upto bed level | 90 | 9.211 | Cum |
| 89 | 50 | 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) | 91 | 230400 | ccm |
| 90 | 51 | 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. | 92 | 42 | Nos |
| 91 | 52 | Fixing anchor bars upto 28mm. dia to the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge. | 93 | 88 | Nos |
| 92 | 53 | Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect. | 94 | 161.361 | sqm |
| 93 | 54 | 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 Sqm as per drawing and technical specification under section 1700 of MORD. | 95 | 1297.95 | sqm |
| 94 | 54.1 | Routine Maintenance | 96 | ||
| 95 | 55 | PART-II (MAINTANCE)\nRoutine Maintenance after completion of costruction of work | 97 | ||
| 96 | 55.1 | Routine Maintenance after completion of construction works for 1 st year | 98 | 6.9 | km |
| 97 | 55.2 | Routine Maintenance after completion of construction works for 2 nd year | 99 | 6.9 | km |
| 98 | 55.3 | Routine Maintenance after completion of construction works for 3 rd year | 100 | 6.9 | km |
| 99 | 55.4 | Routine Maintenance after completion of construction works for 4 th year | 101 | 6.9 | km |
| 100 | 55.5 | Routine Maintenance after completion of construction works for 5 th year | 102 | 6.9 | km |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
