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| 1 | Construction of Major Bridge in Pottayam to Kalpadai roadVia (Paranginatham) at Km 4/480 across Kalpad river in Kalrayan Hills Block |
| 2 | Dismantling the existing Plain Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 3 | Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. |
| 4 | Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary coffferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications forFOUNDATION UNDER ABUTMENTS & PIERS. |
| 5 | Earthwork excavation in Medium Rock & Dense Medium rock not requiring blastingexcept hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for (OPEN FOUNDATION,CUT OFF WALL) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. |
| 6 | Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary coffferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications forTOE / CUT OFF WALL. |
| 7 | Vibrated Cement Concrete of grade M 15 using 40mm, 20mm & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for below ABUTMENT, WNGS and PIERS. |
| 8 | Vibrated Cement Concrete of grade M 20 using 40mm, 20 mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for TOE WALL /CUT OFF WALL. |
| 9 | Vibrated Cement Concrete of grade M 15 using 40mm, 20mm & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for RIGID APRON |
| 10 | Vibrated Cement Concrete of grade M 20 using 20 mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for RIGID APRON. |
| 11 | Providing and making Gabion structure with |Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes as per IS 16014 |2012, MORTH Clause 2500, of required size, Mesh Type 10 x 12 (D=100mm with tolerance of +- 2 % |Zinc Coated, Mesh Wire diameter 3.0 mm, mechanically edged / selvedged with partitions at every 1 m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3 % by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-Charge |
| 12 | Vibrated reinforcedCement Concrete of grade M 30 using 20 & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for footing under ABUTMENT, WNGS and PIERS |
| 13 | Vibrated reinforced cement concrete M 30 using 20 & 10 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications , for SUBSTRUCTURE OF ABUTMENTS and WINGS BELOW SILL LEVEL - |
| 14 | Vibrated reinforced cement concrete M 30 using 20 & 10 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications , for SUBSTRUCTURE OF ABUTMENTS and WINGS ABOVE SILL LEVEL - |
| 15 | Vibrated reinforcedCement Concrete of grade M 30 using 20 & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications forRCC Circular Column Pier Below SILL LEVEL |
| 16 | Vibrated reinforcedCement Concrete of grade M 30 using 20 & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications forRCC Circular Column Pier Above SILL LEVEL |
| 17 | VibratedReinforced Cement ConcreteM 30 using20 & 10 mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS. |
| 18 | Vibrated reinforcedCement Concrete of grade M 30 using 20 & 10mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications forRCC Capping Beam above Column Pier |
| 19 | Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS. |
| 20 | Providing and fixing Kraft Paper for full width of seating of deck slab and including including cost and conveyance to work site Labour for fixing the same in correct positionand all other incidental charges etc., complete. |
| 21 | Vibrated reinforced cement concrete M 30 using 20 & 10 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications forDECK SLAB, KERB . |
| 22 | Vibrated Reinforced Cement Concrete M-30 using 20 mm& 10 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC HAND RAIL AND POSTS OVER DECK SLAB. |
| 23 | Vibrated reinforced cement concrete M 30 using 20 mm &10 mmISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications forAPROACH SLAB. |
| 24 | Vibrated Cement Concrete M20 using 20 & 10 mm mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights for parapet over Wing Wall. |
| 25 | Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, bending tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, Fe.500 grade. |
| 26 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MORT\"s (Roads Wing) specifications for Roads and Bridges \" Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. |
| 27 | Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering with all leads for water and all other incidental charges etc., complete for filling behind the abutment and wings |
| 28 | Provinding and fixing PVC EXPANSION JOINT in between deck slabs over abutments andpiers as shown in the drawing including cost and conveyance of expeansion joints oncluding shallimar pad and joimt sealent etc., complete-1 set. |
| 29 | Vibrated Cement Concrete of grade M 15 using 20 & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for BASECOURSE BELOW APPROACH SLAB. |
| 30 | Vibrated cement Concrete M30 using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. |
| 31 | Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete. |
| 32 | Approach Road |
| 33 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines , grades and crosssections shown in the drawingsor as indicatedby the Engineer using Carted Eath with a lead of 2km for formation of Approach Road. |
| 34 | 98 % COMPACTION |
| 35 | 100 % COMPACTION |
| 36 | Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading III of MORTH Revision IV with and any other Granular material or a combination those of for 150 mm thick to give a CBR of 20 on prepared sub grade in accordance with the requirements of the specifications For Sand, Gravel & 6 mm Aggregate Mix |
| 37 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 38 | Providing and laying Primecoat over theWMM surface using 7.00 Kg of bituminous emulsion) for 10 sqm. Including cost of bituminous emulsion( SS-1) including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. |
| 39 | Bituminous Macadam Providing and layingbituminous macadam with hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000m laid over a previously prepared surface with power roller finisher to the required grade |
| 40 | Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 13.432Kg of bitumen and 1.168 Kg ofPlastic waste for 10 Sqm. of premix carpet including laying of seal coat \"A\" over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rollingseparately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges formini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com. |
| 41 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type A,type B,and Type C as per Technical Specification Clause 510 |
| 42 | Supply and fixing of NP 3 class RCC 900 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipeas a finished workincluding all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., complete for culvert. |
| 43 | Retaining wall |
| 44 | Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all |labour, equipments and all incidental charges such as|baling out water, providing and maintainingnecessary cofffer dams, sheeting, shoring, bracing|and their subsequent removal, removal of all logs,|stumps, grubs and other deleterious matter andobstructions, trimming bottom of excavation,backfilling, and clearing the site and disposal of allsurplus materials etc., complete as per relevantstandard specifications for FOUNDATION UNDERRETAING WALL. |
| 45 | Vibrated Cement Concrete of Grade M 15 Nominal|Mix using 20 mm size HBG metal including cost and|conveyance of all materials to site including cost ofcement at site including cost of formwork, soft water,|labour charges for mixing, transporting, laying andcuring concrete, working at depths, tools and plantsand maintaining of protective bunds, cofferdams,|shoring, strutting etc., complete as per relevantstandard specifications for FOUNDATION BELOW. |
| 46 | Vibrated Cement Concrete Grade M 20 Design Mixusing 20 & 12 mm ISS size HBG graded metalincluding cost and conveyance of all materials to siteand cement at site but excluding cost and fabricationof steel but including form work and centering soft|water labour charges for mixing, transporting, placingin position,vibrating and compacting finishing andcuring concrete working at heights, hire charges fortools and plants, including all other incidental chargesetc., complete as per standard specifications forRETAINING WALL FOUNDATION. |
| 47 | Vibrated Cement Concrete of Grade M 20 Design|Mix using 20 mm & 12 mm ISS size HBG metalincluding cost and conveyance of all materials to siteincluding cost of cement at site including cost of|formwork, soft water, labour charges for mixing,transporting, laying and curing concrete , working atdepths tools and plants and including all otherincidental charges etc; complete as per relevantstandard specifications, for SUBSTRUCTURE OFRETAINING WALL ABOVE SILL LEVEL |
| 48 | Providing and fixing seepage pipes of 100 mm dia.PVC pipes of required lengths for Retaining Wallincluding cost and conveyance of all materials towork site and labour charges for fixing, complete |
| 49 | Provision for Name Board |
| 50 | Provision for Photographic charges |
| 51 | MAINTENANCE OF ROAD FOR 5 YEARS AFTER CONSTRUCTION |
| 52 | Towards the charges for routine maintenance of the road work executed under PMGSY including dressing of berms by refilling the gullys with the earth from borrow pits, clearing of wild seasonal growth on berms, desilting of side drains and C.D.works, white washing guard stones, Painting of KM and HM Stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC - SP 20:2002 and as directed by the departmental officers except for the constructional defects which has to bed rectified by the contractor at his own cost. |
| 53 | For the First year from the date of completion of work |
| 54 | For the Second year from the date of completion of work |
| 55 | For the Third year from the date of completion of work |
| 56 | For the Fourth year from the date of completion of work |
| 57 | For the Fifth year from the date of completion of work |
| 58 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
