Tender For A. Construction Of H.L. Bridge On Local Nala Of Potka-Kudada Road At Ch. 10.400Km, B. Construction Of H.L. Bridge On Local Nala Of Begnadih-Potka Road At Ch. 5.852 Km For The Year 2022-23.
Tender Value
5.95 Crore
Estimated cost
Bid Submission
04 Jul 2023
0 days left
EMD
5.96 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
potka → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
A. Construction Of H.L. Bridge On Local Nala Of Potka-Kudada Road At Ch. 10.400Km, B. Construction Of H.L. Bridge On Local Nala Of Begnadih-Potka Road At Ch. 5.852 Km For The Year 2022-23.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil RCD SOR 12.01 B(i) |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Soft Rock Rcd Sor 12.(ii)B |
| 3 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. PCC Gr. M15 Rcd Sor 12.08A |
| 4 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification PCC M30 Rcd Sor 13.4A |
| 5 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Rcd Sor 12.42 |
| 6 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Rcs Sor 12.25 |
| 7 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. Rcd Sor 12.22 |
| 8 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications RCC M30 Rcd Sor 13.05G(P) i |
| 9 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. Rcd Sor 13.08 |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsRcd Sor 13.06 |
| 11 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationRcd Sor 14.10 |
| 12 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC M35Rcd Sor 14.1 D-1(ii)P |
| 13 | Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcementconfirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-mouldedasphalt filler board etc.. and approved drawing andatlocations directed by the Engineer ,all as specified .Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length )Rcd Sor14.15 B |
| 14 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsRcd Sor 14.04 |
| 15 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification M30Rcd Sor 14.11 |
| 16 | Drainage Spouts complete as per drawing and Technical specificationRcd Sor 14.09 |
| 17 | Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specificationsRcd Sor 13.16 |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Rcd Sor 14.02 |
| 19 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation.Rcd Sor 14.21 |
| 20 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsRcd Sor 13.09A |
| 21 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full heightcompacted to a firm condition complete as per drwaing and technical specification.Rcd Sor 13.10 |
| 22 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.Stone BoulderRcd Sor16.04 A |
| 23 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationRcd Sor 16.05 |
| 24 | confirmatory boringRcd SorAs per TS |
| 25 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Rcd Sor 14.16 |
| 26 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV)Rcd Sor 12.38 |
| 27 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately Bituminous CourseRcd Sor 2.5 I A |
| 28 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.by macnical meansRcd Sor 2.03 (ii)A |
| 29 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimmingbottom andside slopes, in accordance withrequirements of lines, grades and crosssections, and tranporting to the embankment location within all lifts and lead upto 1000 mRcd Sor 3.06 |
| 30 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.Rcd Sor 3.16 |
| 31 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.Rcd Sor 3.17 |
| 32 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.Rcd Sor 3.18 |
| 33 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-IMaterialRcd Sor 4.01A(i) |
| 34 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Rcd Sor4.14 B |
| 35 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Rcd Sor 5.01 (ii) |
| 36 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Rcd Sor 5.02(i) |
| 37 | Providing and laying bituminousconcrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.(VG 30 Packed Bitumen) Gr. IIRcd Sor 5.05B |
| 38 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.(VG-30 Packed Bitumen) Gr. IIRcd Sor 5.04B |
| 39 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Rcd Sor 8.13 |
| 40 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminiumsheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of (IRC 67. 60cm tringular)Rcd Sor 8.4(ii) |
| 41 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811Rcd Sor 8.23 A |
| 42 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LEDself illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 13635 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.Rcd Sor 8.35 |
| 43 | Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.Rcd Sor8.15 |
| 44 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications.PCC M-15Rcd Sor 12.08 A Case-I |
| 45 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specificationsRandom Rubble Masonry (Coursed/uncoursed)Rcd Sor 13.04A |
| 46 | Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1200 mm diaRcd Sor 9.04B |
| 47 | Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)English and Roman (Hyphens and the like not to be measured and paid for)Rcd Sor 8.03(ii) |
| 48 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-IMaterialRcd Sor 4.01A(v) |
| 49 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Gr. II by machnical meansRcd Sor 4.11 B I C |
| 50 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Gr.III by machnical meansRcd Sor 4.11B(ii)B |
| 51 | Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 11.2mm to 0.09 mm (Type-a) or 13.2 mm to 0.09mm (Type-b) aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less tha 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.Rcd Sor 5.07 |
| 52 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metresCement Concrete Grade M-15 & M-20Rcd Sor 2.04(ii)A |
| 53 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metresRcd Sor 2.05(ii)A |
| 54 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard RockRcd Sor 12.01(iv)A |
| 55 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. PCC Gr. M15Rcd Sor 12.08A |
| 56 | Cement Concrete for Reinforced Concrete in open foundation complete as per Drawing and Technical SpecificationPCC M30Rcd Sor 12.08 G (i) |
| 57 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.Rcd Sor 12.42 |
| 58 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications RCC M30Rcd Sor 13.05G (P)I |
| 59 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.Rcd Sor 13.08 |
| 60 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsRcd Sor 13.06 |
| 61 | Filling annular space around footing (Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications) (Random Rubble masonry coursed /uncoursed)Rcd Sor 12.07B |
| 62 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC M35Rcd Sor 14.1D-I(ii)P |
| 63 | Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcementconfirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-mouldedasphalt filler board etc.. and approved drawing andatlocations directed by the Engineer ,all as specified .Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length )Rcd Sor 14.15B |
| 64 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsRcd Sor 14.04 |
| 65 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification M30Rcd Sor 14.11 |
| 66 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsRcd Sor 14.02 |
| 67 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full heightcompacted to a firm condition complete as per drwaing and technical specification.Rcd Sor 13.10 |
| 68 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationRcd Sor 16.05 |
| 69 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.Stone BoulderRcd Sor 16.04A |
| 70 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-IMaterialRcd Sor 4.01A I |
| 71 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rcd Sor 4.14 B |
| 72 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.RcdSor5.01(ii) |
| 73 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Rcd Sor 5.02(i) |
| 74 | Providing and laying bituminousconcrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.(VG 30 Packed Bitumen) Gr. IIRcd Sor 5.05B |
| 75 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.(VG-30 Packed Bitumen) Gr. II Rcd Sor 5.04B |
| 76 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications.PCC M-15Rcd Sor 12.08 A Case-I |
| 77 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specificationsRandom Rubble Masonry (Coursed/uncoursed)Rcd Sor 13.04A |
| 78 | Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1200 mm dia Rcd Sor 9.04 B |
| 79 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-IMaterial Rcd Sor 4.01(A)V |
| 80 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Gr. II by machnical means Rcd Sor 4.11(B)I C |
| 81 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Gr.III by machnical means Rcd Sor 4.11 (B) II B |
| 82 | Add 18% GST : |
| 83 | Add 1% Labour Cess: |
AI Tender Summary
Tender Timeline
Jun 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 04, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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