Public Works Department-PWD has published Tender For Construction Of 92.50 Meter Span Psc Box Girder Single Lane Bridge Over Neugal Khad On Paprola To Alampur Road At Rd 2/770 In District Kangra (Hp). Submission Date for this Tender is 15-05-2024. Bridge Work Tenders in jaisinghpur Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation for all type of bridge structure in all type of classification of soil, comprising of ordinary soil, ordinary rock, hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawing and MORT&H technical specification section 300 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto all leads andliftsincluding dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150 mm (one hundred fifty millimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana,toll tax, GST or other taxes imposed by the Government. |
| 2 | Earth work in excavation for all types of road structures such as retaining walls, breast walls, culverts, drains, parapets and other similar structures in all kinds and classification of soil,comprising of ordinary mix soil, ordinary rock, hard rock,chiseling/wedging outrocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown in the drawings, including setting out, construction of shoring, bracing, removal of stumpsand other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom andback filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (one hundred fifty milimeters) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification section 300 & 1600as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is including Royality, Malkana,Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 3 | Providing and laying mechanically mixed and vibrated plain cement concrete for all type of structurecomplete ingradeM-10 (M-ten) with crushed stone aggregate 40mm (Forty millimetre) nominal size with cement contents not less then 230 kg(Two hundred thirty Kilogram) per cubic meter and curing complete for 14 (fourteen)days including the cost of form work in open foundation including pumping or bailing out water, dewatering, removal of slush which may arise at the time of laying concrete in all heights/depths complete as per drawings and MORTHtechnical specification section 1500, 1700 and 2100andas directed by the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 4 | Providing and laying mechanically mixed and vibrated Plain cement concretein Sub structure as per drawing and MORTH technical specification section 1500, 1700, 2200Grade M-15 (M- fifteen)designed mix with cement contents not less than275 kg. (two hundred seventy five ) Kilogram per cubic meter with40mm (forty millimeter) nominal size graded crushed stone aggregate and curing complete including cost of form work complete in filling in abutment/pier etcetra as per the direction of Engineer-in-charge including carriage of material within all leads, lifts and other incidental.The rate is including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 5 | Providing and laying filter media with granular material /stone crushed aggregate satisfy the requirment laiddown clock 2504.2.2 of morth specification to a thickness of not less than 600 mm (Six hundred millimetre) 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 a firm condition complete as per drawing and MORT&H technical specificationsection 2200 complete in all respectas per the entire satisfaction and direction of Engineer-in-charge including carriage of material within all leads, lifts and other incidental.The rate isincludingoctroi, royality, Malkana, toll tax,GST or other taxes imposed by the Government. |
| 6 | Providing and laying mechanically mixed and vibrated reinforced cement concretein Sub structure completeas per drawing and MORTH technical specification section 1500, 1700, 2200 RCC Grade M-30 (M- thirty)designed mix with cement contents not less than407 kg. (Four hundred seven) Kilogram per cubic meter including curing complete using crushed stone aggregate20mm (Twenty millimeter) nominal size includingformwork but excluding the cost of reinforcement in abutment bed block and dirt wall etcetra as perthe direction of Engineer-in-charge including carriage of material within all leads, lifts and other incidental.The rate is including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 7 | Supplying fitting and placing HYSD barreinforcement in sub-structure complete as per drawing and MORTHtechnical specifications section 1600 and 2200 including cutting, bending, binding, straightening and placing in position complete in all respect including cost of binding wire upto all height and depth as directed by theEngineer-in-chargeincluding carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST orother taxes imposed by the Government. |
| 8 | Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and MORTHtechnical specifications section 1600 and 2300 including cutting, bending, binding,straightening and placing in position complete in all respect including cost of binding wire upto all height and depth as directed by the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 9 | Providing and laying mechanically mixed and vibrated reinforced cement concretein super structure as per drawing and MORT&H. technical specification section 1500, 1700 and 2300 RCC Grade M-35 (M- thirty five) design mix with cement contents not less than 422 (Four hundred twenty two) Kilogram per cubic metre with20mm (Twenty millimetre) nominal size grade crushed stone aggregate and curing complete including cost of form work,but excludingthe cost of reinforcement for reinforced cement concrete work in deck slab and wheel guard as per the direction of Engineer-in-charge including carriage of material within all leads, lifts and other incidental.The rate is includingoctroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 10 | Providing and laying mechanically mixedand vibrated plain cement concrete design mix to obtain theminimum compressive strength ofgrade M-15 (M-Fifteen)withcement content not less than 275 kg ( two hundred seventy five) kilogram per cubic meter in levelling course below approach slab and curing complete as per drawing and MORTH technical specification section 1700 and 2700including cost of form work completeincluding carriage of materials within all leads, liftsand other incidental. The rate is including ofoctroi,royality, Malkana, toll tax,GST orother taxesimposed by the Government. |
| 11 | Providing and laying mechanically mixedand vibrated reinforced cement concrete grade M-30 (M-thirty) design mix with cement contents not less than 407 kg (four hundred seven) kilogram per cubic meter with 20mm (Twenty milimeters) nominal size aggregate and curing complete in approach slab including the cost of form work and reinforcement complete as per drawings and MORTH technical specification section 1500,1600,1700 and 2700,including carriage of materials within all leads, liftsand other incidental as per the direction of Engineer-in-Charge. The rate is including ofoctroi,royality, Malkana, toll tax,GST orother taxesimposed by the Government. |
| 12 | Providing and laying 50mm (Fifty milimetre) thick Mastic asphalt wearing course on top of slab using paving grade bitumen VG-10 (VG-ten) meeting the requirments given in table 500-29, including roughening of surface with wire brush, cleaning the surface, applying a thin bitumenios tack coat of VG-10 (VG-Ten) grade bitumen at the rate of 0.325 kg (zero decimal three two five kilogram) per square metre. After applying tack coat fixing chicken mesh reinforcement of 1.50mm (one decimal five zero millimetre) dia steel wire with hexagonal or rectangular opening of 20-25 mm (twenty to twenty five millimetre) before pouring mastic asphalt prepared using mastic cooker for heating coarse aggregate, filler and bitumen as per section 500 of MoRTH specification laid to required level and slope including providing antiskid surface with a layer of hard stone aggregate 13.2 mm (Thirteen decimal two millimetre) of 9.5 mm (nine decimal five millimetre) nominal size as per direction of Enginner-in-charge precoated with VG-10 (VG-ten) grade bitumen applied at the rate of 0.005 cum (Zero decimal zero zero five cubic meter) per 10 sqm (ten square metre) and rolled or pressed in to surface at approximate spacing of 10 cm (ten centimetre) center to center in both directions, when the temperature of surfaces not less than 100 deg. C (one hundred degree celcius) protruding 1 mm (one millimetre) to 4 mm (four millimetre) over mastic surface all complete as per section 500 including carriage of material with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. |
| 13 | Reinforced cement concrete crash barrier at the bridge decks and approaches to bridge strctures , constructed with M-40 (M-forty) grade concrete including cost of form work andHYSD reinforcement conformingMoRT&h specification and as per details given IRC-5 including dowel bars,expansion joints filled with pre-moulded asphalt filler board etcetra and approved drawing and at location directed by the Engineer, all as specified as per drawings and MORTH technical specification section 800 and as directed by the Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 14 | 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 elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and section 2000 of MoRTH Specifications complete as per drawing and approved Technical Specifications and as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, GST orother taxesimposed by the Government. |
| 15 | Providing and fixing M.S drainage spouts complete with 100mm ( one hundred millimeter)dia galvanisedmild steeldown pipe corrosion resistant structural steel gratingcomplete as per drawing and MORTH technical specifications section 2700 andas per the direction of Engineer-in- Charge including carriage of materials within all leads , liftsand other incidental . The rate is including ofoctroi,royality, Malkana, toll tax,GST orother taxesimposed by the Government |
| 16 | Providing and laying strip seal expansion joint catering to maximum horizontal movement upto 70 mm (seventy millimetre) complete as per approved drawings and standard specification to be install by the manufacturer/ supplier compliance to the manufacturer"s instructions for installation complete as per Drawing and MORTH technical specification 2600 and as per direction of Engineer-in-Chargeincluding carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax,GST or other taxes imposed by the government. |
| 17 | Providing and laying High tensile steel wires/ strands USHA MARTIN make includingall accessories for stressing, stressing operations and grouting complete as per drawing and MORTH technical Specifications section 1800 and as per direction of Engineer in Charge includingcarriage of materials with in allleads, lifts and other incidental .The rate is including of octroi, royality, Malkana,toll tax, GST or other taxes imposed by the government. |
| 18 | Providing andlaying mechanically mixed and vibrated plain cement concrete 1:4:8 (one cement: four sand : eight graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size )and curing complete in Retaining walls, Breast walls, etcetera on ground or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arise at the time of laying concrete complete for all heights/depths including cost of form workas per drawings andMORD technical specifications section800, 900,1200 , 1600 and as per the direction of Engineer-in-Charge .including carriage of materialwithin all leads, lifts and other incidentals .The rate is including octroi, royality, Malkana, toll tax, GST or other taxesimposed by the Government. |
| 19 | Back fillingwith granular materials behind abutment, Retaining wall/Breast wall, Wing wallscomplete as per drawings and MORD technical specification section1200,1600 and as per direction and entire satisfaction of the Engineer-in-Chargeincluding carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana,Octroi, toll tax,GST or any other taxes imposed by the Government. |
| 20 | Providing and laying 110 mm (one Hundred ten millimeter) dia with locking pressure not less than 4.00 Kg/square centimetre (four point zero kilogram per square centimetre) ISI marked P.V.C. pipe Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1 (V):20H (One vertical : twenty Horizontal) towards draining face complete as per drawing and MORD technical specification section700,1200 and as per the direction and entire satisfaction of Engineer-in-Chargecomplete, including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana,Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 21 | Construction of granular sub-base 150mm (one hundred fifty) millimetre compacted thickness by providing well graded material as per table 400.1 spreading in uniform layers with tractor mount graderon prepared surface, mixing by mix in place method with rotavator at OMC and compacting with three wheel roller 80-100 ( eighty to one hundred) KN static rollerto achieve the desired density, complete as per drawing and MORD technical specification section 400for grading 1 material and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads , lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, GST or other taxesimposed by the Government. |
| 22 | Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed stone aggregateof size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II towater bound Macadam specification including spreading in uniform thickness using template,hand packing, rolling with three wheel 80-100 (eighty to one hundred ) K.N. static roller in stages to proper grade andcamber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal two millimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06(zero decimal zero six) cubic metre per ten square metreto fill up the interstices ofcoarseaggregate, watering andcompacting to the requireddensity as per drawing and M.O.R.D. technical specifications section400 and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, GST or other taxesimposed by the Government. |
| 23 | Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed stone aggregateof size 53mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) nominal size Grading-III towater bound Macadam specification including spreading in uniform thickness using template,hand packing, rolling with three wheel 80-100 (eighty to one hundred) K.N. static roller in stages to proper grade andcamber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal two millimetre) nominal size at the rate of 0.18 cum(zero point one eight cubic metre) per ten square metreto fill up the interstices ofcoarseaggregate, watering andcompacting to the requireddensityas per drawing andM.O.R.D. technical specifications section 400 and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads , lifts and other incidentals .The rate is including octroi, royality, Malkana, toll tax, GST or other taxesimposed by the by the Government. |
| 24 | Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer at the rate of 0.85 Kg. per Sqm.( zero point eight five kilogram) persquare metre using mechanical means as perM.O.R.D. technical specifications section 500 and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, GST or other taxesimposed by the Government. |
| 25 | Providing and applying tack coat with Bitumen emulsion(RS-I) using emulsion distributor at the rate of 0.275kg. (zero point two seven five kilogram) per Square metre on the prepared granular surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications section 500 and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads , lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, GST or other taxesimposed by the Government. |
| 26 | Providing and laying 30mm thick (Thirty millimetre) compacted thickness bituminous concrete with minimum 100-120 (one hundred to one hundred twenty) TPH hot mix batch type plant with electronic control grading-II using crushed aggregate 13.2mm (thirteen decimal two millimetre) nominal size of specified grading premixed with bituminous binder VG- 10 (Viscousity grade- 10) at the rate of 5.5% (Five point five) percent of mix weight and using cement as filler quinty not less than 2% (two percent) by weight of total aggerate are as per desgin mix transporated to site, laid with sensor paver finisher hydraulic with sensor control to the require grade, level and alignment, over a previsiouly prepared surface and rolling complete with smoth three wheel roller8-10 (eight to ten) tonne capacity for initial break down rolling and vibratory roller 8-10 (eight to ten) tonne capcity ofpneumatic tyre roller of 12-15 (twelev to fifteen ) tonne with tyre pressure of atleast 0.56 MPa (Zero decimal five six) for intermediate rolling and finish rolling with 6-8 (six to eight) tonne smoth wheeled tandom roller to achive the desire compaction as perMORTH technical specification section 500 complete in all respects or asdirectoedby the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Tol tax,GST or any other taxes imposed by the Government. |
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