Amr-Adb-Br-01 A ) . Construction Of Bridge On Lawada Chipoli Hatnada Road At Ch- 9 / 100 Tq- Dharni B ) . Construction Of Bridge On Lawada Chipoli Hatnada Road At Ch- 7 / 500 Tq- Dharni
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Jan 2022
0 days left
EMD
6.04 Lakhs
Bank guarantee accepted
Document Fee
16800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dharni → Maharashtra
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Amr-Adb-Br-01 A ) . Construction Of Bridge On Lawada Chipoli Hatnada Road At Ch- 9 / 100 Tq- Dharni B ) . Construction Of Bridge On Lawada Chipoli Hatnada Road At Ch- 7 / 500 Tq- Dharni
BOQ
| Sl. No. | Item Description |
| 1 | 1)Construction of Bridge on Lawada To Chipoli To Hatnada road , km 9/100 km (TR-05 ,ODR-26)Tq.-Dharni Dist. - Amravati, |
| 2 | Bill No. 1: Site Clearance, Dismantling and Earth Works |
| 3 | Clearing and grubbing road landClearing 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 4 | 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. (PCC) |
| 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. (RCC) |
| 6 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (stone masonry) |
| 7 | 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 Clause 202. (above 600 mm To 900mm dia Hume Pipe) |
| 8 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil |
| 9 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary Rock |
| 10 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Hard Rock (Blasting prohibited) |
| 11 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.Abutment |
| 12 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. Pier Adjoining To Abutment |
| 13 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. Pier Central |
| 14 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. Solid Return |
| 15 | Excavation in SoilwithDozer with lead upto 100 mExcavation for roadway in soil by mechanical means 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. |
| 16 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 17 | Construction 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 compactingwith vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 18 | Watering and compacting the embankment formed of materials obtained from the road cutting, dept land or other sources within a lead of 50 meter after laying them layers of 20 cm to 30 cm with 3% camber and design superelavation etc complete |
| 19 | Construction of Earthern Shoulders as per Technical Specification Clause 407. |
| 20 | Bill No.2 : Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work |
| 21 | Construction 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 rotavatorat OMC, and compacting with vibratorywheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. Cusher Broken metal |
| 22 | Providing, laying, spreading and compacting crusher broken metal stone aggregates of specific sizes to Water Bound MacadamGrade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityas per Technical Specification Clause 405. By Crusher Broken metal |
| 23 | Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.Crusher Broken metal |
| 24 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness including tackcoat of 0.20 to 0.25 kg. per sqm composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (Including Tack coat) |
| 25 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type Bas per Technical Specification Clause 510. |
| 26 | Bill No.3 : Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works |
| 27 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9Sand filling. |
| 28 | Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 |
| 29 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3.PCC grade M 15 |
| 30 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 .P.C.C grade M 15 For Footing |
| 31 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. PCC M-25 For Abutment And Solid Return |
| 32 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M 30 for pier |
| 33 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. RCC M-30 For Cap, Dirtwall & Slab |
| 34 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 35 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 36 | Providing Tar paper bearing of approved quality in proper size etc. complete. |
| 37 | Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWDCSR for 2018-19) BR 43B Item no.14.33 pg no.123. |
| 38 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 39 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe 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 P.V.C. pipe 100 mm dia |
| 40 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 For Side of return, Behind Abutment. |
| 41 | Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 |
| 42 | Providing 90 cm thick flexible stone Mat as per Standard drawing including supplyying all materials at work site spreading and compaction etc complete( Spec No : As directed by Engineer incharge ) |
| 43 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 44 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.Gabian wall |
| 45 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701. |
| 46 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.1000 mm dia |
| 47 | Bill No.4 : Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture |
| 48 | Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plateswill be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 49 | MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 50 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.900 mm equilateral triangle |
| 51 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 600 mm X 600 mmsquare board |
| 52 | Painting lines, dashes, arrows, etc. on roads in two coatson 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 |
| 53 | Providing white and colour washing to road side trees in two coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. |
| 54 | Providing and fixing reflective fluorescent tape on old road sign board including cleaning / scraping and painting existing board etc. complete. |
| 55 | Reinforced 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 Clause 1704. |
| 56 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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. |
| 57 | Supply & Installation of Road Delienators as per MORT&H clause 806. The structure shall be manufacture in roll forming process & shallhave height not less than 800mm above the ground , width not less than 100mm & shall extend not more than 300mm below the ground while being installed in conformation with IRC:79 - 1981 or as directed by enginner in charge. The delienator shall be painted with powder coat of minimum 40micron thiockness for protection against corrosion, on top of which Type XI retor reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 sq.cm. white colour, full cube corner, micro prismatic non-metallic retro reflective sheeting on each conforming with IRC:67-2012 & meeting the coefficeint of retro reflection values as per ASTM D 4956 type XI table specification. the front & back face of the delienators should be curved witgh a radius of not more than 200mm & with delta angle ( or central angle of curve ) laying between 20 to 30 degree, to increase the visibility of the delienator for vehicle moving in continuous curves. The delienator shall have grooves across the length to make the reflective sheets vandal proof. |
| 58 | 2)Construction of High level Sumbersible Bridge on Lawada To Chipoli To Hatnada road , km 7/500 km (TR-05, ODR-26)Tq.-Dharni Dist. - Amravati, |
| 59 | Bill No. 1: Site Clearance, Dismantling and Earth Works |
| 60 | Clearing and grubbing road landClearing 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 61 | 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.Plain Cement Concrete |
| 62 | 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. Reinforced Cement Concrete |
| 63 | Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary Soil |
| 64 | Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary Rock |
| 65 | Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (blasting prohibited) |
| 66 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required..For Abutment |
| 67 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required..For Pier adjoining to Abutment |
| 68 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required..For central Pier |
| 69 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Return |
| 70 | 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 crosssections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 71 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 |
| 72 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 73 | Construction 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 74 | Watering and compacting the embankment formed of materials obtained from the road cutting, dept land or other sources within a lead of 50 meter after laying them layers of 20 cm to 30 cm with 3% camber and design superelavation etc complete |
| 75 | Construction of Earthern Shoulders as per Technical Specification Clause 407. |
| 76 | Bill No.2 : Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work |
| 77 | Construction 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 vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.Crusher broken metal |
| 78 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Crusher broken metal |
| 79 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel,edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 80 | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80- 100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. Crusher broken metal |
| 81 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (Including tack coat) |
| 82 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA, TypeB (by Paver finisher) and TypeC as per Technical Specification Clause 510. |
| 83 | Bill No.3 : Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works |
| 84 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9Rubble Filling |
| 85 | Providing & Placing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15 |
| 86 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3.. P.C.C grade M 15 |
| 87 | 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 technicalspecification Clause 1204.3.8 |
| 88 | Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. M-30For Foundation |
| 89 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. M-30For Pier/Abutment/Return walls |
| 90 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C. M-30For Slab |
| 91 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 For foundation |
| 92 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202for Substructure |
| 93 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202for Superstructure |
| 94 | Expansion joint with 25mm thick bitumenous pad / Compressible Rubber Pad |
| 95 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 96 | Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe 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 |
| 97 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 98 | Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. |
| 99 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701. |
| 100 | Providing and laying of boulder appron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 Gabian Wall |
| 101 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 102 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protectionworks, backfilling, concrete and masonry works in head walls and parapets Clause 1106.6.1000 mm Diameter |
| 103 | Bill No.4 : Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture |
| 104 | Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specification sand latest PMGSY Signage Manual / Circuler and drawing. The board will be acomposite unit consisting of Two Plate sof ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The topmostplate will be of 3mm ACP india mond shape of 600 x 600 mm size, riveted with MS angle iron frame of 25mm x 25mm x 5mm size on back onedges. The Lower plate will be of 4mm ACP of 1100 x 300mm size riveted with MS angle iron frame of 25mm x 25mm x 5mm size on backonedges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plate swil lbe welded to a75mm x 75mm x 12swg Mild steel pos tat / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450 x 450 x 600mm below ground level. The heigh tof the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shape dplate and Lower Plate is kept 150mm .MMGSY / PMGSY logo, letter sand numeralson the ACP should be made up of Retro Reflective sheeting of Class-A / ClassB grade as per the latest MORD section 1700 specifications (Refer Circulerno. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/ MMGSY Logo/ Project description on ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by there tr or eflective sheeting manufacturer and printed sign shall conform to retroreflective values as laid down in IRC 67 2012. The inks used for printing shall be ecofriendly with VOC emission scomplying to UL2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5years & 7years for ClassA and ClassB sheeting respectively for traffic colors.” All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY sign age manual Fig.1(A) and Fig.1(B) and as directed by Engineerin-charge. A warranty for 5/7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 105 | Providing and fixing of typical PMGSY Retro Reflective information board as per as per section 1700 of MORD specification sand latest PMGSY Sign age Manual / Circuler and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5mm thick M. S angle shall be welded by two vertical M.S angle of 5mm thick to 75mm x 75mm of 12S WG square tubes / 75mm Dia Pipe post sduly embedded in cement concrete M-20 grad eblocks of 600mm x600mm x75mm, below ground level. MMGSY/PMGSY logo, letter sand numeral son the ACP should be made up of Retro Reflective sheeting of Class-A /Class-B grade as per the latest MORD section 1700 specifications (Refer Circulerno.NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/ MMGSYLogo/ Project descriptionon ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IR C67-2012. The ink s usedfor printing shall be ecofriendly with VOC emissions complying to UL 2801 standardsa nd specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5years & 7years for ClassA and ClassB sheeting respectively for traffic colors. All section sof framed post sand steel tube will be painted with primer and two coats of epoxy paint sas per drawing Clause 1701 and Annexure 1700.1(10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed |
| 106 | Providing and Fixing of Retro Reflectorised 600mm x 600mm square board Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC 67:2012 & Type IV standards of ASTM D4956 -09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25 x 25 x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mm X 65mm X 6mm -3.5 mtr height, firmly fixed to the ground by mean sof properly designed foundation with M20 grade cement concrete 45cm X 45cm X 60cm, 60cm below ground level as per approved drawing. Both borde r& background shall be retro reflective as per Type IV standards. 7years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independ enttes tlab for the product offered shall be submitted by the contractor (Bottom of the board shall be atl east 2.6mtr. above ground level) Specification:IRC67:2012. There shall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. |
| 107 | Providing and Fixing of Retro Reflectorised 900mm Equilatrel triangle Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC 67:2012 & Type IV standards of ASTM D4956 -09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25 x 25 x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mm X 65mm X 6mm -3.5 mtr height, firmly fixed to the ground by mean sof properly designed foundation with M20 grade cement concrete 45cm X 45cm X 60cm, 60cm below ground level as per approved drawing. Both borde r& background shall be retro reflective as per Type IV standards. 7years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independ enttes tlab for the product offered shall be submitted by the contractor (Bottom of the board shall be atl east 2.6mtr. above ground level) Specification:IRC67:2012. There shall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. |
| 108 | Reinforced 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 Clause 1704 |
| 109 | Painting lines, dashes, arrows, etc. on roads in two coatson 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 |
| 110 | Road Delineators:Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings |
| 111 | Providing white and colour washing to road side trees in two coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. |
| 112 | Providing and fixing reflective fluorescent tape on old road sign board including cleaning / scraping and painting existing board etc. complete. |
| 113 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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. |
AI Tender Summary
Tender Timeline
Jan 18, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 31, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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