Tender For Upgradation Of Road From 1. Mrl08-Kbk- Slc (Nabajoy Para Chellagang Via South Ekcheri (Package No- Tr0609p3) (Length-6.00 Km) Under Karbook Block.2. Mrl01-South Kbk Panchayat Office To Kalirai Para Via Karbook Chc And Sirish Ch. Para Girls High
Tender Value
18.80 Crore
Estimated cost
Bid Submission
17 Oct 2024
0 days left
EMD
37.60 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
karbook → Tripura
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation of road from 1. MRL08-KBK- SLC (Nabajoy para Chellagang via South Ekcheri (Package No- TR0609P3) (Length-6.00 km) under Karbook block.2. MRL01-South KBK Panchayat Office to Kalirai Para via Karbook CHC and Sirish Ch. Para Girls High School (Pacakge No- TR0610P3) (Length-7.494 km) under Karbook block.)3. MRL03-Jatanbari-Chellagang Road to Banka Cherra Part Road via Dhepacharra Holy Cross School (Package No- TR0616 P3) (Length-9.30 km) under Karbook block (2nd call)
BOQ
| Sl. No. | Item Description |
| 1 | 1.KBK-SLC (Nabajoy para) Chellagang via South Ekcheri (Package No-TR-06-9P3) (Length= 6000 m) under Karbook 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.By Mechanical Means |
| 6 | i) PCC |
| 7 | ii) RCC in Superstructure |
| 8 | Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor |
| 9 | Removal of Hume Pipes |
| 10 | 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. |
| 11 | Above 900 mm dia Hume pipe |
| 12 | Dismantling of flexible pavements |
| 13 | 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. |
| 14 | 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 |
| 15 | Construction of Embankment withMaterial Obtained from Roadway Cutting |
| 16 | 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 |
| 17 | Construction of Embankment with Materials obtained from Borrow pits |
| 18 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 19 | Construction of Subgrade and Earthen Shoulders |
| 20 | 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 |
| 21 | Construction of GSB |
| 22 | 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 ) |
| 23 | WBM (Grading-II) |
| 24 | 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. |
| 25 | WBM (Grading-III) |
| 26 | 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. |
| 27 | Wet Mix Macadam |
| 28 | 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. |
| 29 | Prime coatProviding 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 |
| 30 | Tack coatProviding 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 |
| 31 | Mix Seal Surfacing with processed Waste Plastic (dry process) |
| 32 | Providing , laying and rolling of close-graded premix surfacing 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) aggregates using bitumen (Bitumen VG-30) with processed Waste Plastic after shredding (to the size passing 2.36 mm sieve and retained on 600 mm sieve) @8% by weight of bituminous binder in hot aggregates (DRY PROCESS) 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 gradesas per Technical Specification Clause 509 and IRC:SP:98-2013By Mechanical Means Type B |
| 33 | 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. |
| 34 | Chevron Signs at Bend |
| 35 | Chevron Signs at Sharp Bend(double) |
| 36 | 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 |
| 37 | Traffic Signs |
| 38 | 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. |
| 39 | with 600 mm equilateral triangle MS sheeting |
| 40 | with 600 mm circular MS sheeting |
| 41 | with 600 mm x 600 mm square MS sheeting |
| 42 | 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. |
| 43 | 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 |
| 44 | 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 |
| 45 | PMGSY Informatory Sign Board with Logo |
| 46 | 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. |
| 47 | Providing and Fixing \"Logo\" of PMGSY Project |
| 48 | (ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec\"06) |
| 49 | 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. |
| 50 | Providing and Fixing \"Citizens\" Information Board\" of PMGSY / Bharat Nirman Project |
| 51 | 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. |
| 52 | 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) |
| 53 | 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. |
| 54 | 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. |
| 55 | 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. |
| 56 | Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregates) to specified lines, grades, levels and dimensions as per approved design and Technical specification Clause 307,16,06. excavated material to be used in embankment at site |
| 57 | Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mmIn Ordinary soil |
| 58 | 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. |
| 59 | Providing Concretefor Plain Concrete ( using jhama brick aggregate)in open foundations complete including form workas per drawing and Technical specification clause 802, 803, 900, 1202,& 1203PCC grade M 15 ( using jhama brick aggregate)Nominal Mix ( 1:2.5:5) |
| 60 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204In 1:4 cement mortar |
| 61 | Plain cement concrete ( using jhama brick aggregate) 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 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 |
| 63 | 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.(A) 1200 mm Diameter |
| 64 | Providing & laying reinforced cement concretein superstructure as per drawings & technical specifications Clauses 800, 900,1205.4 & 1205.5 RCC M 251) For height upto 5 m. |
| 65 | Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 66 | 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 |
| 67 | Maintenance |
| 68 | Total for 1st year maintenance (including 18% GST) |
| 69 | Total for 2nd year maintenance (including 18% GST) |
| 70 | Total for 3rd year maintenance (including 18% GST) |
| 71 | Total for 4th year maintenance (including 18% GST) |
| 72 | Total for 5th year maintenance (including 18% GST) |
| 73 | 2.South KBK Panchayat Office to Kalirai Para via Karbook CHC and Sirish Ch. Para Girls High School (Package No-TR-06-10P3) (Length= 7494 m) under Karbook block. |
| 74 | Clearing and grubbing road land |
| 75 | 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. |
| 76 | Dismantling Work in existing Culverts |
| 77 | 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.By Mechanical Means |
| 78 | i) PCC |
| 79 | ii) RCC in Superstructure |
| 80 | Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor |
| 81 | Removal of Hume Pipes |
| 82 | 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. |
| 83 | Above 900 mm dia Hume pipe |
| 84 | Dismantling of flexible pavements |
| 85 | 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. |
| 86 | 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 |
| 87 | Construction of Embankment withMaterial Obtained from Roadway Cutting |
| 88 | 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 |
| 89 | Construction of Embankment with Materials obtained from Borrow pits |
| 90 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 91 | Construction of Subgrade and Earthen Shoulders |
| 92 | 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 |
| 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 coatProviding 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 |
| 102 | Tack coatProviding 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 |
| 103 | Mix Seal Surfacing with processed Waste Plastic (dry process) |
| 104 | Providing , laying and rolling of close-graded premix surfacing 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) aggregates using bitumen (Bitumen VG-30) with processed Waste Plastic after shredding (to the size passing 2.36 mm sieve and retained on 600 mm sieve) @8% by weight of bituminous binder in hot aggregates (DRY PROCESS) 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 gradesas per Technical Specification Clause 509 and IRC:SP:98-2013By Mechanical Means Type B |
| 105 | Chevron Signs at Bend |
| 106 | Chevron Signs at Sharp Bend(double) |
| 107 | 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 |
| 108 | Traffic Signs |
| 109 | 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. |
| 110 | with 600 mm equilateral triangle MS sheeting |
| 111 | with 600 mm circular MS sheeting |
| 112 | with 600 mm x 600 mm square MS sheeting |
| 113 | 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. |
| 114 | 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 |
| 115 | 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 |
| 116 | PMGSY Informatory Sign Board with Logo |
| 117 | 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. |
| 118 | Providing and Fixing \"Logo\" of PMGSY Project |
| 119 | (ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec\"06) |
| 120 | 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. |
| 121 | Providing and Fixing \"Citizens\" Information Board\" of PMGSY / Bharat Nirman Project |
| 122 | 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. |
| 123 | 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) |
| 124 | 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. |
| 125 | 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. |
| 126 | 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. |
| 127 | Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregates) to specified lines, grades, levels and dimensions as per approved design and Technical specification Clause 307,16,06. excavated material to be used in embankment at site |
| 128 | U shaped drain ( top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm |
| 129 | Single bamboo |
| 130 | Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and technical specification Clause 1302.5.A) Driven at least 900 mm below ground and 1200 mm above ground on average |
| 131 | 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. |
| 132 | Providing Concretefor Plain Concrete ( using jhama brick aggregate)in open foundations complete including form workas per drawing and Technical specification clause 802, 803, 900, 1202,& 1203PCC grade M 15 ( using jhama brick aggregate)Nominal Mix ( 1:2.5:5) |
| 133 | Plain cement concrete ( using jhama brick aggregate) 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 |
| 134 | Providing & laying reinforced cement concretein superstructure as per drawings & technical specifications Clauses 800, 900,1205.4 & 1205.5 RCC M 251) For height upto 5 m. |
| 135 | Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 136 | 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 |
| 137 | Maintenance |
| 138 | Total for 1st year maintenance (including 18% GST) |
| 139 | Total for 2nd year maintenance (including 18% GST) |
| 140 | Total for 3rd year maintenance (including 18% GST) |
| 141 | Total for 4th year maintenance (including 18% GST) |
| 142 | Total for 5th year maintenance (including 18% GST) |
| 143 | 3.Jatanbari-Chellagang Road to Banka Cherra Part Road via Dhepacharra Holy Cross School, Block- Karbook (length-9.3 km). |
| 144 | Clearing and grubbing road land |
| 145 | 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. |
| 146 | Setting Out |
| 147 | Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor |
| 148 | i)Plain Cement concrete andCement concrete blocks |
| 149 | Cutting of Trees, includingCutting ofTrunks , Branches and Removal of StumpsCutting of trees, includingcutting oftrunks,branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. |
| 150 | Girth above 300 mm to 600 mm |
| 151 | Girth above 600 mm to 900 mm |
| 152 | Excavation in Soil with Dozer with lead upto 100 m.Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 |
| 153 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m |
| 154 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 155 | Construction of Subgrade and Earthen Shoulders |
| 156 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. |
| 157 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means |
| 158 | Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4. |
| 159 | Making 50 mm x 50 mm Furrows |
| 160 | Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1ii) 50 mm deep furrow cutting |
| 161 | Construction of Embankment with Material Obtained from Roadway Cutting |
| 162 | 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 of Specifications for Rural Roads (1st Revision).For spreading beyond 100 m |
| 163 | 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 of Specifications for Rural Roads (1st Revision).For spreading within 100 m |
| 164 | Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate |
| 165 | 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. |
| 166 | Wet Mix Macadam Base Course |
| 167 | roviding, 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. |
| 168 | Prime Coat with Bitumen Emulsion |
| 169 | (i)Low porosityProviding and applying primer coat with bitumen emulsion (SS-1 grade) conforming to IS:8887 on prepared surface of granular base (WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Technical Specification Clause 502 of Specification for Rural Roads (1st Revision), MORD. |
| 170 | Tack Coat with Bitumen Emulsion |
| 171 | Providing and applying tack coat with Bitumen emulsion (RS-1 grade) conforming to IS:8887 using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Technical Specification Clause 503 of Specification for Rural Roads (1st Revision)& as directed by Engineer In Charge. |
| 172 | 25 mm thick Mix Seal Surfacing |
| 173 | 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-B Bitumen VG-30 |
| 174 | Construction of Plastic Cell Filled Cement Concrete M-30 grade pavemnet |
| 175 | Providing and laying plastic cell filled cement conrete M-30 Grade pavement, of required thickness over a prepared sub base, with any grade of ordinary portland cement ( 53 grade or 43 grade) capable of achiving the design strength with prior approval of the Engineer, course and fine aggregates conforming to IS:2386 as per clause 1501.2.4 laid in approved fixed side forwork ( steel channel , wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes , compacted using needle, screedand plate vibrater and finished in continuous operation, curing of concrete slabs for 14 days with curing compound ( where specified ) & water , finishing 2lines and grade as per drawing and Technical specification of cell filled concrete pavement published by NRRDA. |
| 176 | Brick Masonry Retaining-Wall(Height-2meter) |
| 177 | Excavation for StructuresEarthwork 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.upto 3m depth |
| 178 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.P.C.C grade M 15 ( using jhama brick aggregate ) |
| 179 | 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/cm2 pressure ) 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. |
| 180 | Filling in foundation trenches as per drawing & technical specification Clause 305.3.9I) Sand filling |
| 181 | Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate)to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm(a) In Ordinary Soil |
| 182 | Box culvert |
| 183 | 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) in ordinary soil |
| 184 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. |
| 185 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5) |
| 186 | Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. |
| 187 | Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.ii) Brick masonry in 1:4 cement mortar |
| 188 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204ii) In 1:4 cement mortar |
| 189 | Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204 |
| 190 | Providing and laying reinforced cement concrete in superstructure for height upto 5m with coarse aggregates of appropriate nominal sizes and grading including screening and cleaning, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary and mixing in concrete mixwe of suitable capacity and cost of curing with water, including labour, including preparation of dsign mix approved of the same by the Engineer in charge, cost for quality control, sampling, testing etc. including cost of form work and staging upto 5m but excluding reinforcement complete as per drawings as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.3 of Specification for Rural Roads, MORD. |
| 191 | II) R.C.C grade M 25 (Design Mix)Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. VI)R.C.C grade M-25 i)upto 5 m height |
| 192 | Providing & laying reinforced cement concrete (using fine sand & stone aggregate) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5 RCC Grade M-25Mix-For height upto 5 m |
| 193 | Providing PCC M 20 (with jhama brick aggregate) architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & technical specification Clauses 615, 710 & 1204.3.11 |
| 194 | Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 195 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards outward face complete as per drawing and technical specification Clauses 614, 709, 1206.3 of Specification for rural Roads including curing complete. |
| 196 | Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8II) Sandy material |
| 197 | Providing & laying filter media with jhama brick 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 |
| 198 | Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209 |
| 199 | Providing bituminous wearing coat comprising of 20 mm thick premix carpet with seal coat Type D (with fine sand ) for culverts as per drawing & technical specifications Clauses 1206.2 and 500 |
| 200 | I) Maintenanace of Culvert |
| 201 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 of Specification for Rural Roads including cost of cement, sand, brick, boulders etc. as required and as per direction complete. |
| 202 | ii)Maintenance of Culvert slab type |
| 203 | Maintenance of slab type culvert by way of clearing, cleaning, erosion,repairs to cracks, parapet walls and protection works. Removal of debris, providing boulders and protection work and paintingas per technical specification Clause 1909 of Specification for Rural Roads including cost of all materials viz. cement, sand, bricks, boulders etc. as required and as per direction complete. |
| 204 | PMGSY Informatory Sign Board with Logo |
| 205 | Providing and fixing of typical PMGSY \"Logo board/Logo Board at starting point\"as per drawing and specifications of NRRDA having 1.6 mmthick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of 75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750 mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect.The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc. |
| 206 | (i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec\"06) |
| 207 | Providing and fixing \"Logo\" of PMGSY Project |
| 208 | Logo of PMGSY Project: Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat 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 lower most plate 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 top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1Using 0.252 cumM-15 Cement Concrete |
| 209 | Providing and fixing \"Citizen\"s Information Board\" for PMGSY Project |
| 210 | Providing and fixing typical \"Citizen\"s Information Board\" with Logo of PMGSY as per NRRDA Specifications and drawing having two nos MS sheet of 1.6 mm thick 900mm x 750mm size each duly welded with 2 Nos. vertical and 4 Nos. horizontal M.S. flat 50 mm x6mm size on back. The ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S. square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of local primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo.The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.Construction wing will add cost of 0.54 cum M -15 cement concrete for arriving at complete rate of each Board. |
| 211 | KilometreStone |
| 212 | Reinforced cement concrete M15grade 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 of Specification for Rural Roads (1st Revision). |
| 213 | i) 5th Kilometre Stone (Precast) : Construction wing will add cost of0.392 cumM-15 Cement Concrete and 3.68 Kg of Steel reinforcement for each post |
| 214 | ii) Ordinary Kilometre Stone (Precast) : Construction wing will add cost of0.269 cumM-15 Cement Concrete and 1.88 Kg of Steel reinforcement |
| 215 | iii) 200 Metre Stone (Precast) :Construction wing will add cost of0.048 cumM-15 Cement Concrete and 2.00 Kg of Steel reinforcement |
| 216 | Providing and fixing typical \"Maintenance Information Board\" for PMGSY Providing and fixing typical \"Maintenance Information Board\" with Logo of PMGSY as per NRRDA Specifications and drawing having one nos MS sheet of 1.6 mm thick 900mm x 1500mm size duly welded with 4 Nos. vertical and 8 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S.flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S.square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of 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 rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo 2 nos.The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc. |
| 217 | Guide Post |
| 218 | Construction of RCC guide post of 250 mm dia and total 600 mm long ( 300 mm below GL) M-15 grade cast-in-situ with 20 mm nominal size aggregate , true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 as per drawing and technical specification clause 1401.6 In Ordinary Soil |
| 219 | Traffic Signs |
| 220 | Retero Reflective Traffic Signs:Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove, white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Clause 1701.2.2. |
| 221 | a) 600 mm Equilateral Triangle |
| 222 | b) 600 mm Circular |
| 223 | c) 600 mm x600 mm Square |
| 224 | Direction and Place Identification Signs with size more than 0.9 sqm size board |
| 225 | Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads. |
| 226 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work |
| 227 | (ii) Up to 10 cm in width - 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 surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H\"s specification 803). |
| 228 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplasticcompound 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 complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 229 | Maintenance |
| 230 | Total for 1st year maintenance (including 18% GST) |
| 231 | Total for 2nd year maintenance (including 18% GST) |
| 232 | Total for 3rd year maintenance (including 18% GST) |
| 233 | Total for 4th year maintenance (including 18% GST) |
| 234 | Total for 5th year maintenance (including 18% GST) |
| 235 | ● 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
Sep 21, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedOct 17, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 17, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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