Pmgsy3 Batch 2 Package No Gj2206p3 Construction And Maintenance Of Widening And Strengthening Of Various Road Of Ta . Choryasi 1 . Mrl10 - Vanz Bonand Goja Road Joining Dindoli Kharvasa Road Chainage 0/000 To 5/375 2 . Lajpor Kachholi Samrod Road Cha
Tender Value
4.70 Crore
Estimated cost
Bid Submission
24 Mar 2021
0 days left
EMD
9.40 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHORYASI WORKS → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Pmgsy3 Batch 2 Package No Gj2206p3 Construction And Maintenance Of Widening And Strengthening Of Various Road Of Ta . Choryasi1 . Mrl10 - Vanz Bonand Goja Road Joining Dindoli Kharvasa Road Chainage 0/000 To 5/375 2 . Lajpor Kachholi Samrod Road Chainage Km 0/000 To 6/727 ,
BOQ
| Name of Work: CONSTRUCTION & MAINTENANCE OF Widening & Strengthening of various road of Ta. Choryasi 1.MRL10 - Vanz Bonand Goja road joining Dindoli Kharvasa road Chainage 0+000 to 5+375 2. Lajpor Kachholi Samrod road chainage km 0+000 to 6+727, Ta.Choryasi, Dist:Surat | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing Road Land\nClearing 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 stacking of serviceable material to be used or auctioned, all lead and lift including removal and disposal of top organic soil not exceeding 150 mm in thickness. | Clearing and Grubbing Road Land\nClearing 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 stacking of serviceable material to be used or auctioned, all lead and lift including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 7.4 | Hectare |
| 2 | 2 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps\nCutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lead and lifts. \n(I) Girth above 300mm to 600mm. | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps\nCutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lead and lifts. \n(I) Girth above 300mm to 600mm. | 85 | No |
| 3 | 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m\nExcavation 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 lead & lift as per Technical Specification | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m\nExcavation 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 lead & lift as per Technical Specification | 46202.4 | Cu.mt. |
| 4 | 4 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead & lift as per Technical Specification \n | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead & lift as per Technical Specification \n | 10872.3 | Cu.mt. |
| 5 | 5 | Setting Out\nReinforced 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 | Setting Out\nReinforced 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 | 28 | No. |
| 6 | 6 | Compacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification | Compacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification | 1612.5 | Cu.Mt |
| 7 | 7 | Construction of Side Shoulders hard murrum Supplying Stacking & Spreding Hard Murrum for side shoulder on site of work as per specification and filling the measure boxes of standard size,( including spreding,watering and consolidation) With Vibtatory roller excceding 80KN and not excceding 120KNetc.complete as per Technical Specification . | Construction of Side Shoulders hard murrum Supplying Stacking & Spreding Hard Murrum for side shoulder on site of work as per specification and filling the measure boxes of standard size,( including spreding,watering and consolidation) With Vibtatory roller excceding 80KN and not excceding 120KNetc.complete as per Technical Specification . | 2420.4 | Cu.mt. |
| 8 | 8 | Construction of Sub-base/Course Using Fly ash as per Table 404.\nProviding, laying and spreading Fly Ash on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification . | Construction of Sub-base/Course Using Fly ash as per Table 404.\nProviding, laying and spreading Fly Ash on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification . | 4145.16 | Cu.mt. |
| 9 | 9 | Granular Sub-base with well Graded Material (Table 400.1) Grading II using Steel Slag\nConstruction of granular sub-base by providing well graded steel slag and stone dust material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. | Granular Sub-base with well Graded Material (Table 400.1) Grading II using Steel Slag\nConstruction of granular sub-base by providing well graded steel slag and stone dust material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. | 4301.04 | Cu.mt. |
| 10 | 10 | WMM \nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material 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 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | WMM \nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material 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 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 4142.69 | Cu.mt. |
| 11 | 11 | Prime Coat/ Medium Porosity\nProviding 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification. | Prime Coat/ Medium Porosity\nProviding 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification. | 71388 | sqmt. |
| 12 | 12 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification. | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification. | 71388 | Sq.Mt |
| 13 | 13 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/viscosity grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-10 (S-90) bitumen at the rate of 14.6kg/10sqm to required line and level, required grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot mix plant, Generator, Loader, Tipper etc. machinery transporting, 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 Aas per Technical Specification. (ii) Bitumen VG-10 ( S-90) mechenical means Type -A | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/viscosity grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-10 (S-90) bitumen at the rate of 14.6kg/10sqm to required line and level, required grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot mix plant, Generator, Loader, Tipper etc. machinery transporting, 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 Aas per Technical Specification. (ii) Bitumen VG-10 ( S-90) mechenical means Type -A | 71388 | Sq.Mt |
| 14 | 14 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, using VG-10 (S-90) bitumen at the rate of 9.80 kg/10 sqmt and Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, using hydraulic chip spreader, loader, tipper, bitumen pressure disptibuter, material and cross fall using Type A as per Technical Specification . By Mechanical means, Type A | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, using VG-10 (S-90) bitumen at the rate of 9.80 kg/10 sqmt and Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, using hydraulic chip spreader, loader, tipper, bitumen pressure disptibuter, material and cross fall using Type A as per Technical Specification . By Mechanical means, Type A | 71388 | Sq.Mt |
| 15 | 15 | Semi Reflective Traffic Signs\nProviding 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 an 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 mean of properly designed foundation with M-15 grade cement concrete 450 x450 x 600 mm below ground level as per approved drawing Clause. | Semi Reflective Traffic Signs\nProviding 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 an 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 mean of properly designed foundation with M-15 grade cement concrete 450 x450 x 600 mm below ground level as per approved drawing Clause. | 137 | No. |
| 16 | 16 | Ordinary Stone\nReinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification. | Ordinary Stone\nReinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification. | 13.73 | No. |
| 17 | 17 | 200 m stone (precast)\nReinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification | 200 m stone (precast)\nReinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification | 69 | No. |
| 18 | 18 | Boundary Pillar\nReinforced cement concrete M15 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 | Boundary Pillar\nReinforced cement concrete M15 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 | 484 | No. |
| 19 | 19 | Direction and Place Identification signs upto 0.9 sqm size board\nProviding and erected direction and place identification retro-reflectoriesed sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3. fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical specification : Village Name Board. | Direction and Place Identification signs upto 0.9 sqm size board\nProviding and erected direction and place identification retro-reflectoriesed sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3. fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical specification : Village Name Board. | 280 | No. |
| 20 | 20 | Retro-reflectorised Traffic Signs\nProviding and erected direction and place identification retro-reflectoriesed sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3. fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification : Junction Board. | Retro-reflectorised Traffic Signs\nProviding and erected direction and place identification retro-reflectoriesed sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3. fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification : Junction Board. | 6 | No. |
| 21 | 21 | Providing and Fixing 'Logo' of PMGSY Project\nProviding and fixing logo board of P.M.G.S.Y diamond size (600 x 600mm) 16 gauge and board plate size (1110x 600mm) 16 gauge thick ACM plate and 2.40 meter deep length single angle of 75 x 75 x 6mm size including fitting and painting lettering with luminous colour as per drawing etc. complete. | Providing and Fixing 'Logo' of PMGSY Project\nProviding and fixing logo board of P.M.G.S.Y diamond size (600 x 600mm) 16 gauge and board plate size (1110x 600mm) 16 gauge thick ACM plate and 2.40 meter deep length single angle of 75 x 75 x 6mm size including fitting and painting lettering with luminous colour as per drawing etc. complete. | 4 | No. |
| 22 | 22 | Providing and fixing of a typical design of PMGSY Informatory Sign Board The board will be a composite unit consisting of three plates of Aluminum Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart Centre to Centre. The top of the middle plate will be flushed with the top of 75 mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond Shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. ii). | Providing and fixing of a typical design of PMGSY Informatory Sign Board The board will be a composite unit consisting of three plates of Aluminum Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart Centre to Centre. The top of the middle plate will be flushed with the top of 75 mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond Shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. ii). | 2 | No. |
| 23 | 23 | STOP Sign :-Providing and fixing sign boards made out of 2mm aluminum sheet / 4mm ACP (Aluminum composite Panel); size 90 cms. Octagonal as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting. | STOP Sign :-Providing and fixing sign boards made out of 2mm aluminum sheet / 4mm ACP (Aluminum composite Panel); size 90 cms. Octagonal as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting. | 6 | No. |
| 24 | 24 | Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminum sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade | Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminum sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade | 106 | No. |
| 25 | 25 | Road Marking Hot Applied\nRoad marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface Providing & laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm. area thickness of 2.5mm is exclusive of surface applied glass as per I.R.C.35 The finished surface to be level,uniform & free from steaks & holes. | Road Marking Hot Applied\nRoad marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface Providing & laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm. area thickness of 2.5mm is exclusive of surface applied glass as per I.R.C.35 The finished surface to be level,uniform & free from steaks & holes. | 2623.08 | Sq.Mt |
| 26 | 26 | Cat Eye: Supplying Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. Tested in accordance to ASTM 0,4280 Type Hand complying to\nSpecifications of Category A of MORTH Circular No RWINH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35+/-5 degree. The body of the marker should having finger grip for easy and accurate placement and application with epoxy/bituminous /Adhesive as recommended by the manufacturer of the marker. The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-chage\n\n | Cat Eye: Supplying Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. Tested in accordance to ASTM 0,4280 Type Hand complying to\nSpecifications of Category A of MORTH Circular No RWINH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35+/-5 degree. The body of the marker should having finger grip for easy and accurate placement and application with epoxy/bituminous /Adhesive as recommended by the manufacturer of the marker. The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-chage\n\n | 2437.34 | No. |
| 27 | 27 | Excavation for Structures\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | Excavation for Structures\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 1143.37 | cum |
| 28 | 28 | Bedding for Pipe Type B (First Class) Bedding\nLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per technical specification | Bedding for Pipe Type B (First Class) Bedding\nLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per technical specification | 60.74 | cum |
| 29 | 29 | Providing and Laying Reinforced Cement Concrete Pipe NP3 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 and concrete and masonry 1000mm Dia | Providing and Laying Reinforced Cement Concrete Pipe NP3 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 and concrete and masonry 1000mm Dia | 80 | Rmt |
| 30 | 30 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row \nProviding and laying reinforced cement concrete pipe NP4 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 as per technical specification.\n1200mm Dia | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row \nProviding and laying reinforced cement concrete pipe NP4 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 as per technical specification.\n1200mm Dia | 70 | Rmt |
| 31 | 31 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification \n(II) P.C.C. grade M 20 Nominal mix (1:2:4) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification \n(II) P.C.C. grade M 20 Nominal mix (1:2:4) | 266.95 | cum |
| 32 | 32 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification\n(II) P.C.C. grade M 15 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification\n(II) P.C.C. grade M 15 | 36.28 | cum |
| 33 | 33 | Plain Cement Concrete M15 (1:2.5:5 nominal mix) in leveling course below poen foundation of Head walls and open Foundation as per drawings & Technical Specification (9.9) P.C.C Grade M-15 Nominal mix 1:2.5:5As per Rate Analysis | Plain Cement Concrete M15 (1:2.5:5 nominal mix) in leveling course below poen foundation of Head walls and open Foundation as per drawings & Technical Specification (9.9) P.C.C Grade M-15 Nominal mix 1:2.5:5As per Rate Analysis | 199 | cum |
| 34 | 34 | Providing and fixing guard stone as per I.R.C type design including white washing etc.complete .(ii) Fixing in C.C.1:5:10 | Providing and fixing guard stone as per I.R.C type design including white washing etc.complete .(ii) Fixing in C.C.1:5:10 | 45 | No. |
| 35 | 35 | Supplying, fitting and placing MS bar reinforcement in foundation complete as per drawings and technical specifications | Supplying, fitting and placing MS bar reinforcement in foundation complete as per drawings and technical specifications | 1.67 | M.Ton |
| 36 | 36 | White washing of perapet walls of CD work and tree truncks.\nWhite washing two coats on perapet walls and tree trunks including preparation of surface by cleaning scraoing etc. as per technical specification | White washing of perapet walls of CD work and tree truncks.\nWhite washing two coats on perapet walls and tree trunks including preparation of surface by cleaning scraoing etc. as per technical specification | 283.39 | Sq.Mt |
| 37 | 37 | Providing & fixing pre cast guard stone in C.C. 1:2:4 as per I.R.C. type design including white washing fixing in earth (20X75X75) | Providing & fixing pre cast guard stone in C.C. 1:2:4 as per I.R.C. type design including white washing fixing in earth (20X75X75) | 76 | No |
| 38 | 38 | Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate of marble stone set in C.M. 1:4 including finishing and engraving letters etc. complete. | Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate of marble stone set in C.M. 1:4 including finishing and engraving letters etc. complete. | 11 | No. |
| 39 | 39 | Providing and maintaining a diversion for traffic during the work in progress till completion of work including providing red lamps and necessary sign board. | Providing and maintaining a diversion for traffic during the work in progress till completion of work including providing red lamps and necessary sign board. | 11 | No. |
| 40 | 40 | Demolition of brick work and stone masonary include stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. | Demolition of brick work and stone masonary include stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. | 5 | cum |
| 41 | 41 | Dismantling of Structures\nDismantling 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 as per Technical Specification .\n(II) By Mechanical Means (A) Cement Concrete | Dismantling of Structures\nDismantling 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 as per Technical Specification .\n(II) By Mechanical Means (A) Cement Concrete | 114.48 | cum |
| 42 | 42 | Gravel/Soil-Aggregate Base (Table 400.2) Grading B\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification | Gravel/Soil-Aggregate Base (Table 400.2) Grading B\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification | 166.73 | cum |
| 43 | 43 | 300 MM THICK REVETMENT\nProviding and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications \ni. Stone/Boulder | 300 MM THICK REVETMENT\nProviding and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications \ni. Stone/Boulder | 23.43 | cum |
| 44 | 44 | Providing and 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 and bigger size towards the wall and 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 | Providing and 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 and bigger size towards the wall and 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 | 11.71 | cu.mt |
| 45 | 45 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications | Providing and laying of dry rubble flooring complete as per drawings and technical specifications | 57.36 | cum |
| 46 | 46 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification. | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification. | 45 | Rmt |
AI Tender Summary
Tender Timeline
Mar 17, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 25, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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