Upgradation Of Road 1.Sh-273 ( Borgaon ) Dabhadi To Shivur Road Tq. Arni 2. Odr-79 ( Ghoti ) To Kapsi Road Tq. Ghatanji
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Jul 2023
0 days left
EMD
9.59 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ghatanji → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Upgradation Of Road 1.Sh-273 ( Borgaon ) Dabhadi To Shivur Road Tq. Arni 2. Odr-79 ( Ghoti ) To Kapsi Road Tq. Ghatanji
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 2 | Excavation for roadway in soil with hydraulic excavator of 0.90 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 transportating to the embankentlocation with a lift upto 1.50 m. and lead upto 1000 m. as per Technical Specification Clause 302.3(Item No. 3.5 (iii) / P.No. 14) (III) Excavation in Soil using Hydraulic Excavator Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 3 | 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 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 4 | 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(Item No. 3.4/ P.No. 13) Material obtained from Borrow Pits(With Lead Upto1000m) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 5 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 6 | 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14/ P.No. 16) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 7 | 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.(Item No. 4.1 A(ii) / P.No. 19) By Mix in Place Method,(ii) For Grading-II MaterialUpgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 8 | 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.(Item No. 4.8 (2)(B)/ P.No. 23)Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 9 | Construction of Earthen Shoulders as per Technical Specification Clause 407. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 10 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.30 / P.No. 30) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 11 | Construction of 50 mm thick Modified 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. (Item No. 5.5 (A)/ P.No. 28)Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 12 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm 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 as per Technical Specification Clause 508. (excluding seal coat)(I.No. 5.9 Case-II (i)/ P.No. 29) Case- III, By Mechanical Means Bitumen (S-65)VG-30 using Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 13 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510 (Item No. 5.12 (Case-II) Type-B (I)/ P.No. 30) B) By Mechanical Means Case -II, Type B (I) Bitumen (S-65) VG-30 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 14 | Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.9 (ii) / P.No. 41) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 15 | Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.9 (iii) / P.No. 41) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 16 | Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 17 | Reinforced cement concrete M-15 grade Boundary Pillar/ 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.(Item No. 10.10 / P.No. 41) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 18 | Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with PMGSY Logo, curing, finishing etc. complete. TBM Stone (Size 0.30m x 0.30m x 0.75m) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 19 | 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. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 20 | Providing and fixing Retro Reflective 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.Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 21 | Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sigh as per IRC :67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 Cautionary board Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 22 | Providing and erecting directtion and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supoorted on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. Village NameBoard Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 23 | Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14 / P.No. 44) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 24 | Construction of un-reinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC cement or any other type as per Clause 1501.2.2 M-30 (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, scared 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 (wheel specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (excluding dowel bars and including 125 micron Polythene sheet) (I.No.6.4 /P.No. 32) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 25 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 26 | 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 1000m as per Technical Specification Clause 202.Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 27 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10)Above 900 mm dia Hume pipe Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 28 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) C) Above 900mm Ø Hume PipeUpgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 29 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 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. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 30 | 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 / P.No. 44) II) Ordinary rock (not requiring blasting) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 31 | 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. (Item No. 11.1 A (i) / P.No. 46) A) For open Foudnation A1) For abutment i) For Normal Dewatering Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 32 | 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. (Item No. 11.1 A (i) / P.No. 46) A) For open Foudnation A3) For returns i) For Normal dewateringUpgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 33 | Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (II) / P.No. 45)Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 34 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 35 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 36 | Providing and laying Plain cement concrete M-15 (Nominal Mix 1:2.5:5) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I) (i) / P.No. 49) I) PCC Grade M-15(i) Nominal Mix1:2.5:5Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 37 | Providing concrete for plain cement concrete M-20in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 38 | Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 39 | Plain cement concrete Grade M-25 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 40 | Providing and laying reinforced cement concrete RCC M-25 in subrstructure as per drawingand technical specifications Clauses 800, 1205.4 and 1205.5 cap & Dirt wall Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 41 | Providing and laying reinforced cement concrete M-30 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) iii/ P.No. 51) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 42 | Providing and laying cement concrete wearing course M 30 grade includingreinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 43 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 44 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC Superstructureworks as per detailed drawings etc. complete.and technical specifications Clauses BR-35 A P. No. 134Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 45 | Providing weepholes in plain concrete abutment, pier & return 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(Item No. 12.7 (a) / P.No. 48) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 46 | Providing Tar paper bearing of approved quality in proper size etc. complete. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 47 | Expansion joint with 25 mm thich bitumenous pad. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 48 | Providing and laying filter media with granular crushed aggregates as perspecification 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 Clause 1204.3.8Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 49 | Providingand 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. Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 50 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and 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. (Item No. 9.3/ P.No. 37) 1000mm Ø ISNP NP 3 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 51 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 52 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. (Item No. 9.4/ P.No. 37) 600mm Ø ISNP NP 2 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 53 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. (Item No. 9.4/ P.No. 37) 800mm Ø ISNP NP 2Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 54 | Providing and fixing granite/ marble table of 15 mm to 18 mm thickness, including making goorve in wall / concrete surface filling joints with slurry, curing polishing, rounding edges, as required cleaning etc. complete of size and description as per detailed drawing including embossing and fitting in CM 1:2 border. (Item No. 12.15/ P.No.50) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 55 | 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 extrafor laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 56 | Painting Two Coats on New Concrete Surfaces 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 Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 57 | Providing and Fixing of Retro Reflectorised 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.i) 900 mm equilateral triangle[Item No. 10.2 (i) / P.No. 39] Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 58 | Providing and Fixing of Retro Reflectorised 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 o f 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. ii) 600 mm Equilateral Triangle[Item No. 10.2 (ii) / P.No. 39]Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 59 | Providing and Fixing of Retro Reflectorised 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 o f 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 .iii) 600 mm Circular[Item No. 10.2 (iii) / P.No. 39] Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 60 | Providing and Fixing of Retro Reflectorised 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 o f 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 . vii) 900 mm side octagon [Item No. 10.2 (vii) / P.No. 39]Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 61 | Providing and Fixing of Retro Reflectorised 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. vii) 800 x 600 mm Rectangular Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 62 | Providing and Fixing of Retro Reflectorised 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 o f 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 .[Item No. 10.3 (B) / P.No. 40]HAZARD MARKER Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 63 | 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. [Item No. 16.18 / P.No. 62]Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 64 | Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thriemetal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)\"\"(Rate as per PWD SSR 18-19 Item No. 7.31 / P.No. 96) Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 65 | STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides.The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. [Item No. 10.24 / P.No. 43] Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 66 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. [Item No. 16.17 / P.No. 62] Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 67 | Construction of Rounded Hump Type Speed Breaker as per IRC :99 for general traffic as per complete and as directed by Engineer in Charge . Upgradation ToSH-273 (Borgaon) To Shiur (ODR-60) Road (MLR-05) InTalukaArni Dist. Yavatmal km 0/00 to 7/780 |
| 68 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 )UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 69 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2/ P.No. 13)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 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 cross-sections, 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 .(Item No. 3.5(III) / P.No. 14)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 71 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 13 ) for P.D. 95% to 100% UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 72 | 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 300.2with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4A / Page No. 13 )UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 73 | Granular Sub-base with Well Graded Material (Table 400.1) 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..(Item No.4.1 (A) (ii) /P.No.19)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 74 | 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 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 density Grading 2 as per Technical Specification Clause 405.(Item No. 4.8 (2) (B)/ P.No. 22)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 75 | 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(Item No. 5.5 (A))UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 76 | 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 / P.No.16)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 77 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0..30 kg per sqm on the preparedbituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (ii) / P. No. 27)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 78 | 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 Aor Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (l) / P.No. 29)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 79 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510. Type A, B.By Mechanical Means. Case - II -Type B, (i) VG-30(Item No. 5.12- B / P.No. 30)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 80 | Supplying and fixing Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.9 (i) / P.No. 41)(By using OPC 43 Grade Cement)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 81 | Supplying and fixing 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.No. 10.10 (ii) / P.No. 41)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 82 | Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.10 (iii) / P.No. 41)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 83 | Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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.(Item No. 10.11 / P.No. 41)(By using OPC 43 Grade Cement)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 84 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for traffic as per specification, including painting, fixing cationary boards etc. complete and as directed by Engineer-in-Charge.UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 85 | 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 (Item No. 10.8 / P.No. 40)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 86 | 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 iron 25mm x 5m 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 75 mm 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 1700.1(item no 10.16)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 87 | Traffic Signs-Retro-reflectorised Traffic Signs,roviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701( item no 10.2)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 88 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701( Item no 10.3)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 89 | MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular 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 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 Circular 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 contractorUPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 90 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 91 | Standard Metal Delineator Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. (PWD CSR Item no 2018,Page Number 402) UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 92 | Sign Board of PMGSY Project Information :Providing and fixing of typical retro reflective PMGSY Project 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 ThreePlates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to twonos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the toplevel of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 Guidelines Fig.2 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. (Item No. 10.21 (A) / P.No. 42)1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY 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 Guidelines Fig.2 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. (SoR 2019-20, Item No. 10.21 (A) / P.No. 42)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 93 | Providing and laying PVC Pipe 110mm Ø for Weep Hole (PWD SSR Material Rate Bd-V, Sr. No. 189 Page No. 535)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 94 | 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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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 1501UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 95 | 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (ii)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 96 | 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (ii) Ordinary SoilUPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 97 | 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (ii) Soft RockUPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 98 | 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (ii) Hard RockUPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 99 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.(Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 100 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble filling (Item No. 11.2 (II))UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 101 | Plain/reinforced cement concrete M-15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(Item No. 12.5 (i) (i))UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 102 | Providing and laying R.C.C. M-25 in substructure complete as per drawing and technical specifications Clauses 802,804, 805, 806, 807, 1202 and 1204 (Item No. 13.1 (II) / P.No. 52)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 103 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. (Item No. 9.4 (D) / P.No. 34)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 104 | 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 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) (I)A)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 105 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Upto 600 MM DIA UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 106 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Above 600 MM- 900 MM DIAUPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 107 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Above 900 MM DIAUPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 108 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and 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. As per(Item No. 9.3)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 109 | Providing weepholes in plain 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(Item No. 12.9 (a) / P.No. 50)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 110 | 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.(Item No. 11.1(A) (A) / P.No. 46)AbutmentUPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 111 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.(Item No. 11.4 (ii) (i) / )UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 112 | Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 113 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (I) (ii)/ P.No. 49)ABUTMENT PCC M20UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 114 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (I) (ii)/ P.No. 49)PIER PCC M20 UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 115 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (I) (ii)/ P.No. 49)SOLID RETURN PCC M20UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 116 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (I) (ii)/ P.No. 49)ProtectionUPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 117 | Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3.(Item No. 11.3 / P.No. 46)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 118 | Providingtarpaperbearing of approved quality in proper size etc. complete.(Item No. 13.16 (V) / P.No. 54)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 119 | Providing and laying filter media with granular crushed aggregates as per specifications 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 wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (Item No. 12.11 / P.No.50) UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 120 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 121 | Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 122 | Expansion Joint with 25mm thick bituminous pad (Item No. 13.16 (II-A) P.No. 54)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 123 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(13.1)(III) M30UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 124 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3(Item No. 13.5 / P.No. 53)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 125 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3(Item No. 13.1-III / PMGSY CSR 21-22UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 126 | Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2 (Item No. 13.8 / P.No. 53)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 127 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 )UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 128 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 129 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 130 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (wovendiagonally) including 10 percent extra for laps and joints laidwith stone boulders weighing not less than 25 kg each as per drawingand technical specifications Clause 1301(Item no 14.2 page no 54)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
| 131 | Supplying, fitting and placing HYSD bar reinforcement in Superstructure complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 13.2)UPGRADATION OF ODR-79 (GHOTI) TO KAPSI ROAD TALUKA GHATANJI DIST YAVATMAL |
AI Tender Summary
Tender Timeline
Jul 20, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 01, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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