Tender For Upgradation Of Road From 1.Kma Road At Salema Rcc Bridge To Duigang Para (Length 2.625 Km) (Package No-Tr-04-04P3) Under Salema Block 2.Ka Road At West Singhinala To Madhucherra Including 01 (One) Lsb (34.22 M) (Length 7.010 Km) (Package N
Tender Value
11.48 Crore
Estimated cost
Bid Submission
05 Jul 2024
0 days left
EMD
22.97 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
salema → Tripura
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Road From 1.Kma Road At Salema Rcc Bridge To Duigang Para (Length 2.625 Km) (Package No-Tr-04-04P3) Under Salema Block 2.Ka Road At West Singhinala To Madhucherra Including 01 (One) Lsb (34.22 M) (Length 7.010 Km) (Package No-Tr-04- Pmgsy Works
BOQ
| Sl. No. | Item Description |
| 1 | 1.KMA Road at Salema RCC Bridge to Duigang para(Package No-TR-04-04P3) (Length= 2.625 km) under Salema block. |
| 2 | Clearing and grubbing road land |
| 3 | 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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201. |
| 4 | Dismantling Work in existing Culverts |
| 5 | 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 the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 6 | i) PCC |
| 7 | ii) RCC in Superstructure |
| 8 | Dismantling of flexible pavements |
| 9 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.By Mechanical Means(A) Bituminous courses |
| 10 | Dismantling of Brick soling |
| 11 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Spectification Clause 202. |
| 12 | Construction of Subgrade and Earthen Shoulders |
| 13 | Construction of subgrade and earhen shoulders With approved materials obtained from borrow pits with all Lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet requirement of Table 300.2 with as per Technical Specification clauses 303.1 |
| 14 | For Subgrade and Earthen Shoulders |
| 15 | Construction of GSB |
| 16 | Labour charge for Breaking of jhama bats / jhama bricks / 1st class bricks Breaking of jhama bats/ jhama bricks/ 1st class bricks (including bigger lumps) into metal/ chips /aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m.ii. Required sizes for GSB (53 mm to 0.075 mm) as per MoRD Technical Specification Clause 401. |
| 17 | Charge for construction of Granular Subbase |
| 18 | Charge for Construction of granular sub-base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate , GradingI), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve thedesired density, complete as per MoRD Technical Specification Clause 401.(excluding the cost of jhama aggregate which are available at site only).i. (i) For Grading-I MaterialA (A) By Mix in Place Method |
| 19 | Construction of GSB |
| 20 | Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, as per Table 400.1), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(A) By Mix in Place Method (ii) For Grading - II Material ( Jhama brick aggregate ) |
| 21 | WBM (Grading-II) |
| 22 | Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 23 | Wet Mix Macadam |
| 24 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static rollerto proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 25 | Prime coat |
| 26 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 27 | Tack coat |
| 28 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 29 | Mix Seal Surfacing 25 mm thick by Bitumen VG-30 |
| 30 | Providing , laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregatesusingviscosity grade bitumento 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 - 100 kN static roller , finishing to required level and grades as per Technical Specification Clause 509.By Mechanical MeansType-BBitumen VG-30 |
| 31 | Open-Graded Premix Carpet |
| 32 | Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumento 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 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508By Mechanical MeansBitumen VG-30 |
| 33 | Seal Coat |
| 34 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510 |
| 35 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 36 | Chevron Signs at Bend |
| 37 | Chevron Signs at Sharp Bend(double) |
| 38 | Providing 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 and as per MoRT&H Technical Specification Clause 805 |
| 39 | Traffic Signs |
| 40 | Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter 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 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2. |
| 41 | with 600 mm equilateral triangle MS sheeting |
| 42 | with 600 mm circular MS sheeting |
| 43 | with 600 mm x 600 mm square MS sheeting |
| 44 | Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm below ground level as per provided drawing and technical specification clause 1701. |
| 45 | Pedestrian Crossing Markings: Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ color using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully / semi automatic thermoplast paint applicator machine fitted profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. 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 complete as per MoRT&H Technical Specification Clause 803 |
| 46 | Painting lines, Dashes ,Arroes,etc. on Road in Two Coats on New Work: Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 47 | PMGSY Informatory Sign Board with Logo |
| 48 | Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. |
| 49 | Providing and Fixing \"Logo\" of PMGSY Project |
| 50 | (ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec\"06) |
| 51 | Logo ofMaintenance Board: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. |
| 52 | Providing and Fixing \"Citizens\" Information Board\" of PMGSY / Bharat Nirman Project |
| 53 | Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo. |
| 54 | Construction of Ordinary Kilometre Stone (Precast) :Reinforced cement concrete M 15 grade ordinaryKilometre stone with local stone of standard design as per IRC : 8 fixingin inposition including painting and printing etc. as per drawing and technical specification clause 1703. |
| 55 | Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin inposition including painting and printing etc. as per drawing and technical specification clause 1703. |
| 56 | Boundary Pilar: Reinforced cement concrete M 15 grade Boundary pillars /local stone of standard design as per IRC : 25 fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704. |
| 57 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. |
| 58 | Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 |
| 59 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 ( In 1:4 cement mortar) |
| 60 | Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203 |
| 61 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.P.C.C grade M20 (1:2:4)(Nominal mix)i) upto 5 m height |
| 62 | Providing & laying reinforced cement concrete(using fine sand and stone aggregate )in superstructure as per drawings & technical specifications Clauses 800, 900,1205.4 & 1205.5RCC M25 1) For height upto 5 m. |
| 63 | Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 64 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 |
| 65 | Maintenance |
| 66 | Total for 1st year maintenance (including 18% GST) |
| 67 | Total for 2nd year maintenance (including 18% GST) |
| 68 | Total for 3rd year maintenance (including 18% GST) |
| 69 | Total for 4th year maintenance (including 18% GST) |
| 70 | Total for 5th year maintenance (including 18% GST) |
| 71 | 2.KA Road at West Singhinala to Madhucherra (Package No-TR-04-05P3) (Length= 7.010 km) under Salema block. |
| 72 | Clearing and grubbing road land |
| 73 | 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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201. |
| 74 | Dismantling Work in existing Culverts |
| 75 | 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 the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 76 | i) PCC |
| 77 | Setting Out( As per drawing enclosed) (using PCC with jhama brick aggregate) |
| 78 | Removal of Hume Pipes |
| 79 | Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads. |
| 80 | Above 600 mm to 900 mm dia Hume pipe |
| 81 | Above 900 mm dia Hume pipe |
| 82 | Dismantling of Brick soling |
| 83 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Spectification Clause 202.Brick Soling |
| 84 | Excavation in Cutting in soil by manual means with lead upto 50 m. Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 m as per Technical Specification Clause 302.3 |
| 85 | Construction of Embankment withMaterial Obtained from Roadway Cutting |
| 86 | 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 87 | Construction of Subgrade and Earthen Shoulders |
| 88 | Construction of subgrade and earhen shoulders With approved materials obtained from borrow pits with all Lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet requirement of Table 300.2 with as per Technical Specification clauses 303.1 |
| 89 | Construction of GSB |
| 90 | Labour charge for Breaking of jhama bats / jhama bricks / 1st class bricks Breaking of jhama bats/ jhama bricks/ 1st class bricks (including bigger lumps) into metal/ chips /aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m.ii. Required sizes for GSB (53 mm to 0.075 mm) as per MoRD Technical Specification Clause 401. |
| 91 | Charge for construction of Granular Subbase |
| 92 | Charge for Construction of granular sub-base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate , GradingI), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve thedesired density, complete as per MoRD Technical Specification Clause 401.(excluding the cost of jhama aggregate which are available at site only).i. (i) For Grading-I MaterialA (A) By Mix in Place Method |
| 93 | Construction of GSB |
| 94 | Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, as per Table 400.1), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(A) By Mix in Place Method (ii) For Grading - II Material ( Jhama brick aggregate ) |
| 95 | WBM (Grading-II) |
| 96 | Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 97 | WBM (Grading-III) |
| 98 | Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming,binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 99 | Wet Mix Macadam |
| 100 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static rollerto proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 101 | Prime coat |
| 102 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 103 | Tack coat |
| 104 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 105 | Mix Seal Surfacing 25 mm thick by Bitumen VG-30 |
| 106 | Providing , laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregatesusingviscosity grade bitumento 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 - 100 kN static roller , finishing to required level and grades as per Technical Specification Clause 509.By Mechanical MeansType-BBitumen VG-30 |
| 107 | Open-Graded Premix Carpet |
| 108 | Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508 |
| 109 | Seal Coat |
| 110 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510 |
| 111 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 112 | Chevron Signs at Bend |
| 113 | Chevron Signs at Sharp Bend(double) |
| 114 | Providing 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 and as per MoRT&H Technical Specification Clause 805 |
| 115 | Traffic Signs |
| 116 | Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter 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 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2. |
| 117 | with 600 mm equilateral triangle MS sheeting |
| 118 | with 600 mm circular MS sheeting |
| 119 | with 600 mm x 600 mm square MS sheeting |
| 120 | Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm below ground level as per provided drawing and technical specification clause 1701. |
| 121 | Road Markers/Road Stud with Lens Reflector: Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973. |
| 122 | Pedestrian Crossing Markings: Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ color using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully / semi automatic thermoplast paint applicator machine fitted profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. 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 complete as per MoRT&H Technical Specification Clause 803 |
| 123 | Painting lines, Dashes ,Arroes,etc. on Road in Two Coats on New Work: Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 124 | PMGSY Informatory Sign Board with Logo |
| 125 | Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. |
| 126 | Providing and Fixing \"Logo\" of PMGSY Project |
| 127 | (ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec\"06) |
| 128 | Logo ofMaintenance Board: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. |
| 129 | Providing and Fixing \"Citizens\" Information Board\" of PMGSY / Bharat Nirman Project |
| 130 | Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo. |
| 131 | Construction of 5th Kilometre Stone (Precast) :Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703.i) 5th Kilometre Stone(precast) |
| 132 | Construction of Ordinary Kilometre Stone (Precast) :Reinforced cement concrete M 15 grade ordinaryKilometre stone with local stone of standard design as per IRC : 8 fixingin inposition including painting and printing etc. as per drawing and technical specification clause 1703. |
| 133 | Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin inposition including painting and printing etc. as per drawing and technical specification clause 1703. |
| 134 | Boundary Pilar: Reinforced cement concrete M 15 grade Boundary pillars /local stone of standard design as per IRC : 25 fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704. |
| 135 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. |
| 136 | Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 |
| 137 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 ( In 1:4 cement mortar) |
| 138 | Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203 |
| 139 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.P.C.C grade M20 (1:2:4)(Nominal mix)i) upto 5 m height |
| 140 | Providing and Laying reinforced cement concrete pipe NP3 with collar 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 Clause 1106.(B) 1000 mm Diameter |
| 141 | Providing & laying reinforced cement concrete (M-25) in superstructure as per drawings & technical specifications Clauses 800, 900,1205.4 & 1205.51) For height upto 5 m. |
| 142 | Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 143 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 |
| 144 | BRIDGE AT CH. 4162 M |
| 145 | Dismantling of StructuresDismantling 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 whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical MeansB) Reinforced Cement Concrete |
| 146 | Foundation |
| 147 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary soil A. Manual means |
| 148 | (I) upto 3.0m depth |
| 149 | Bored Cast-in-Situ piles 1000 mm dia , M-35 grade ( using fine sand ) RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000 m. |
| 150 | Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-4) (Reference to MORT&H\"s specification1113).a) Initial and routine load test |
| 151 | Cement Concrete for Reinforced Concrete ( using fine sand ) in Pile Cap excluding reinforcement complete as per drawing and MoRTH technical specification. |
| 152 | C. RCC Grade M30 (Using Concrete Mixer) |
| 153 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.II P.C.C grade M 15II Nominal mix (1:2.5:5) |
| 154 | Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202 |
| 155 | Providing and construction of one span service road to reach island location from one pier location to another pier location |
| 156 | Substructure |
| 157 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) |
| 158 | VII. R.C.C grade M-30 |
| 159 | a) upto 5 m height |
| 160 | Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specificationClauses 1002, 1005, 1010 and 1202 |
| 161 | Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8(ii) Sandy material |
| 162 | Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC : 83 ( Part-II) Section IX complete including all accessories with additional steel fixtures as per drawings & technical specification with all lifts and lead upto 1000 m. |
| 163 | Providing & 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 & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 |
| 164 | Super- Structure |
| 165 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).III R.C.C. Grade M 301 For height upto 5 m |
| 166 | Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 167 | Providing and laying Cement concrete wearing coat M-30 grade including all formworks & required reinforcement complete as per drawings & MoRT&H technical specificationClauses 2702. (including centering, shuttering, staging etc. but excluding reinforcement ). |
| 168 | Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 169 | Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209 |
| 170 | Burried Joint Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as per drawings and MoRT&H Technical Specification Clause 2604. |
| 171 | P.C.C. M 15 oridinary grade (1:2.5:5) levelling course below approach slab complete as per drawing & technical specifications Clauses 800 and 1211II P.C.C grade M 15(i) Nominal mix (1:2.5:5) |
| 172 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawings and MoRT&H Technical Specification Clause 2605. |
| 173 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawings and MoRT&H Technical Specification Clause 2704, 1500, 1600, 1700.(A) RCC M 30 Grade |
| 174 | Maintenance |
| 175 | Total for 1st year maintenance (including 18% GST) |
| 176 | Total for 2nd year maintenance (including 18% GST) |
| 177 | Total for 3rd year maintenance (including 18% GST) |
| 178 | Total for 4th year maintenance (including 18% GST) |
| 179 | Total for 5th year maintenance (including 18% GST) |
| 180 | ? The upgradtion cost is inclusive of GST @ 18% and ? Maintenance amount is pre-specified by the authority as mentioned above. |
AI Tender Summary
Tender Timeline
Jun 07, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 05, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 05, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender