Upgradation/Improvement And Five Year Routine Maintenance Of A) Khairgaon-Yerla-Parsodi To Bhishnur Road B) Ambada-Banor To Umtha-Jamgaon-Ranwadi (Sh-293) Road Ta. Narkhed Di. Nagpur Package No Adb:Nag-21
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Nov 2020
0 days left
EMD
4.55 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
Narkhed → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Upgradation/Improvement and Five Year Routine Maintenance of A) Khairgaon-Yerla-Parsodi To Bhishnur Road B) Ambada-Banor To Umtha-Jamgaon-Ranwadi (SH-293) Road Ta. Narkhed Di. Nagpur Package No ADB:NAG-21
BOQ
| Name of Work:Upgradation/Improvement and Five Year Routine Maintenance of A) Khairgaon-Yerla-Parsodi To Bhishnur Road B) Ambada-Banor To Umtha-Jamgaon-Ranwadi (SH-293) Road Ta. Narkhed Di. Nagpur Package No ADB:NAG-21 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of Work: Upgradation/Improvement and Five Year Routine Maintenance of A) Khairgaon-Yerla-Parsodi To Bhishnur Road Ta. Narkhed | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Bill No. 1 Site Clearance, Dismantling and Earth Works | BI01010001010000000000000515BI0100001113 | 10 | Nos |
| 3 | 1.02 | Clearing Grass and Removal of Rubbish \nClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. | BI01010001010000000000000515BI0100001114 | 41880 | One Square Meter |
| 4 | 1.03 | Dismantling of Flexible Pavements By Mechanical Means\nDismantling of flexible pavements and disposal of dismantled materials upto all lead, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. Bituminous Courses | BI01010001010000000000000515BI0100001115 | 363.83 | One Cubic Meter |
| 5 | 1.04 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift and lead as per Technical Specification Clause 302.3. | BI01010001010000000000000515BI0100001116 | 8978.96 | One Cubic Meter |
| 6 | 1.05 | 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 | BI01010001010000000000000515BI0100001117 | 8081.06 | One Cubic Meter |
| 7 | 1.06 | Construction of embankment with approved material obtained from borrow pits with all lift and lead 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 | BI01010001010000000000000515BI0100001118 | 701.64 | One Cubic Meter |
| 8 | 1.07 | 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 all lead as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001119 | 2944.57 | One Cubic Meter |
| 9 | 1.08 | Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work | BI01010001010000000000000515BI0100001120 | ||
| 10 | 1.09 | Granular Sub-base with Well Graded Material (Table 400.1)\n(A) By Mix in Place Method\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001121 | 285.184 | One Cubic Meter |
| 11 | 1.1 | WBM Grading 2 \nProviding, 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. \nUsing Crusher Broken Metal and Crushable Screening | BI01010001010000000000000515BI0100001122 | 4391.36 | One Cubic Meter |
| 12 | 1.11 | Modified Penetration Macadam\nConstruction 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) \nA) 50 mm thick. Bitumen (S-65) 60/70 - VG-30\n\n | BI01010001010000000000000515BI0100001123 | 28139.7 | One Square Meter |
| 13 | 1.12 | Tack Coat \nProviding and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates | BI01010001010000000000000515BI0100001124 | 28139.7 | One Square Meter |
| 14 | 1.13 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade) Binder By Mechanical Means\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using 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. (excluding seal coat) \n | BI01010001010000000000000515BI0100001125 | 28139.7 | One Square Meter |
| 15 | 1.14 | Seal Coat (B) By Mechanical Means\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\n508 Type B ( Premix Seal Coat). \nBitumen (S-65) VG-30 | BI01010001010000000000000515BI0100001126 | 28139.7 | One Square Meter |
| 16 | 1.15 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001127 | 76.913 | One Cubic Meter |
| 17 | 1.16 | Cement Concrete Pavement\nConstruction of un-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 drawing and Technical Specification Clause 1501(excluding dowel bars and including Polythene sheet) | BI01010001010000000000000515BI0100001128 | 70.13 | One Cubic Meter |
| 18 | 1.17 | Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works | BI01010001010000000000000515BI0100001129 | ||
| 19 | 1.18 | Dismantling of Structures By Manual Means\nDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead o as per Technical Specification Clause 202.\nB) Cement Concrete | BI01010001010000000000000515BI0100001130 | ||
| 20 | 1.19 | B) Cement Concrete | BI01010001010000000000000515BI0100001131 | 75.06 | One Cubic Meter |
| 21 | 1.2 | C) Reinforced Cement Concrete | BI01010001010000000000000515BI0100001132 | 9.563 | One Cubic Meter |
| 22 | 1.21 | Removing all types of Hume pipes and stacking within all lead including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.\n | BI01010001010000000000000515BI0100001133 | ||
| 23 | 1.22 | A) Upto 600mm Ø Hume Pipe | BI01010001010000000000000515BI0100001134 | 7.5 | One Running Meter |
| 24 | 1.23 | C) Above 900 mm dia Hume pipe | BI01010001010000000000000515BI0100001135 | 25.2 | One Running Meter |
| 25 | 1.24 | Excavation for Structures\nExcavation 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 all lead dressing of sides and bottom and backfilling in trenches with excavated suitable material.\n | BI01010001010000000000000515BI0100001136 | ||
| 26 | 1.25 | I. Ordinary soil, ii) Upto 3 m depth by mechanical means | BI01010001010000000000000515BI0100001137 | 628.673 | One Cubic Meter |
| 27 | 1.26 | IV. 3 m to 6 m depth by mechanical means | BI01010001010000000000000515BI0100001138 | 4.537 | One Cubic Meter |
| 28 | 1.27 | 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 raft foundation | BI01010001010000000000000515BI0100001139 | ||
| 29 | 1.28 | B2) Other Strata like B.C. Soil, soft moorum etc., ii) Medium Dewatering | BI01010001010000000000000515BI0100001140 | 89.218 | One Square Meter |
| 30 | 1.29 | C1) For All Types of Strata, ii) Medium Dewatering | BI01010001010000000000000515BI0100001141 | 116.426 | One Square Meter |
| 31 | 1.3 | Excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material by manual means. | BI01010001010000000000000515BI0100001142 | 354.83 | One Cubic Meter |
| 32 | 1.31 | Providing rubble filling in foundation trenching as per drawing & Technical Specification Clause 305.3.9 | BI01010001010000000000000515BI0100001143 | 72.32 | One Cubic Meter |
| 33 | 1.32 | Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 | BI01010001010000000000000515BI0100001144 | 71.221 | One Cubic Meter |
| 34 | 1.33 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C grade M 15. \n | BI01010001010000000000000515BI0100001145 | 250.301 | One Cubic Meter |
| 35 | 1.34 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification\nClauses 802, 804, 805, 806, 807, 1202 ans 1204\nII) P.C.C grade M 20\ni) Nominal mix (1:1:5:3) \n | BI01010001010000000000000515BI0100001146 | 75.292 | One Cubic Meter |
| 36 | 1.35 | Providing 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 i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001147 | 46.159 | One Cubic Meter |
| 37 | 1.36 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nII) P.C.C grade M 15 - i) Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001148 | 11.154 | One Cubic Meter |
| 38 | 1.37 | 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. | BI01010001010000000000000515BI0100001149 | ||
| 39 | 1.38 | B) 1000 mm Dia | BI01010001010000000000000515BI0100001150 | 40 | One Running Meter |
| 40 | 1.39 | Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design \nProviding 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, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.\nD) 600 mm dia | BI01010001010000000000000515BI0100001151 | 120 | One Running Meter |
| 41 | 1.4 | Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement) (II-i) P.C.C grade M 25 | BI01010001010000000000000515BI0100001152 | 34.785 | One Cubic Meter |
| 42 | 1.41 | Providing and laying in situ/ ready mix controlled M-25 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (panmixer). with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc ) (IV) R.C.C grade M 25 | BI01010001010000000000000515BI0100001153 | 26.802 | One Cubic Meter |
| 43 | 1.42 | Providing and laying in situ/ ready mix concrete controlled reinforcedcement concrete of trap metal for raft slab including \"V\" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer)\nSpecifications: MoRT&H (5 th Rev ) 1700,2304\nItem Code: BR-5 Item Number: 68 - i b / 24 Rate Abstract Unit: 15.000 Cubic Meter -- () (i) For M-25 Grade | BI01010001010000000000000515BI0100001154 | 22.969 | One Cubic Meter |
| 44 | 1.43 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001155 | 2.882 | one Metric Ton |
| 45 | 1.44 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. | BI01010001010000000000000515BI0100001156 | 8.523 | one Metric Ton |
| 46 | 1.45 | 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 wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001157 | 39.946 | One Cubic Meter |
| 47 | 1.46 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001158 | 103.276 | One Cubic Meter |
| 48 | 1.47 | 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. | BI01010001010000000000000515BI0100001159 | 53.427 | One square Meter |
| 49 | 1.48 | 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 | BI01010001010000000000000515BI0100001160 | ||
| 50 | 1.49 | b) P.V.C. Pipe 100mm Dia | BI01010001010000000000000515BI0100001161 | 78.5 | one number |
| 51 | 1.5 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100001162 | 56.904 | One Cubic Meter |
| 52 | 1.51 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 | BI01010001010000000000000515BI0100001163 | 25.045 | One Cubic Meter |
| 53 | 1.52 | Providing and laying in situ M-20 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns with reversible Drum Type mixer.With natural sand etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement). R.C.C grade M 20 | BI01010001010000000000000515BI0100001164 | 10.234 | One Cubic Meter |
| 54 | 1.53 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 | BI01010001010000000000000515BI0100001165 | 2.948 | One Metric Ton |
| 55 | 1.54 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 | BI01010001010000000000000515BI0100001166 | 10 | One Number |
| 56 | 1.55 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | BI01010001010000000000000515BI0100001167 | 39.71 | One Running Meter |
| 57 | 1.56 | Providing tar paper bearing of approved quality in proper size etc. complete. | BI01010001010000000000000515BI0100001168 | 22.49 | One Square Meter |
| 58 | 1.57 | Expansion Joint with 25mm thick bituminous pad | BI01010001010000000000000515BI0100001169 | 17.011 | One Square Meter |
| 59 | 1.58 | Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness, including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. | BI01010001010000000000000515BI0100001170 | 1.08 | One Square Meter |
| 60 | 1.59 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001171 | 4.5 | One Cubic Meter |
| 61 | 1.6 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001172 | 9 | One Cubic Meter |
| 62 | 1.61 | Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture | BI01010001010000000000000515BI0100001173 | ||
| 63 | 1.62 | 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 \ni) 5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001174 | 1 | One Number |
| 64 | 1.63 | 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\nii) Kilometre Stone (precast) | BI01010001010000000000000515BI0100001175 | 8 | One Number |
| 65 | 1.64 | 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 \niii) 200 m Stone | BI01010001010000000000000515BI0100001176 | 28 | One Number |
| 66 | 1.65 | Boundary Pillar\nReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. | BI01010001010000000000000515BI0100001177 | 220 | One Number |
| 67 | 1.66 | Providing and Fixing 'Logo' of PMGSY/MMGSY Project\nProviding 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 Two Plates 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 plates will 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 fra-me 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 (Item No. 10.16 (A) | BI01010001010000000000000515BI0100001178 | 2 | Each |
| 68 | 1.67 | Semi Reflective Traffic Signs\nProviding 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.\n(Item No. 10.2 ) | BI01010001010000000000000515BI0100001179 | ||
| 69 | 1.68 | iv) 800 mm x 600 mm Rectangular | BI01010001010000000000000515BI0100001180 | 5 | Each |
| 70 | 1.69 | ii) 600 mm Equilateral Triangle | BI01010001010000000000000515BI0100001181 | 19 | Each |
| 71 | 1.7 | Citizen/Maintenance Information Board\nMMGSY / 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 / 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 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 (Item No. 10.16A ) | BI01010001010000000000000515BI0100001182 | 2 | Each |
| 72 | 1.71 | Providing of Construting CC M-15 TBM Stone pf Size 0.30x0.30x0.75 M Including excavation, CC M-10 for foundation, Painting, lettring with MMGSY Logo, curing, finishing etc. complete | BI01010001010000000000000515BI0100001183 | 36 | One Number |
| 73 | 1.72 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001184 | 2 | One Number |
| 74 | 1.73 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work. Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 | BI01010001010000000000000515BI0100001185 | 184 | One Square Meter |
| 75 | 1.74 | 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 \n | BI01010001010000000000000515BI0100001186 | 30 | One Square Meter |
| 76 | 1.75 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\" (Item No. 16.16 P.No. 62) | BI01010001010000000000000515BI0100001187 | 335 | One Running Meter |
| 77 | 1.76 | Name of Work: Upgradation/Improvement and Five Year Routine Maintenance of (1) AMBADA-BANOR TO UMTHA JAMGAON ROAD SH-293 Tal- NARKHED Dist.-NAGPUR | BI01010001010000000000000515BI0100001188 | ||
| 78 | 1.77 | Bill No. 1 Site Clearance, Dismantling and Earth Works | BI01010001010000000000000515BI0100001189 | ||
| 79 | 1.78 | Clearing Grass and Removal of Rubbish \nClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. | BI01010001010000000000000515BI0100001190 | 53606.7 | One Square Meter |
| 80 | 1.79 | Dismantling of Flexible Pavements By Mechanical Means\nDismantling of flexible pavements and disposal of dismantled materials upto all lead, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. Bituminous Courses | BI01010001010000000000000515BI0100001191 | 337.8 | One Cubic Meter |
| 81 | 1.8 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift and lead. as per Technical Specification Clause 302.3. | BI01010001010000000000000515BI0100001192 | 16746.3 | One Cubic Meter |
| 82 | 1.81 | 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 | BI01010001010000000000000515BI0100001193 | 15071.7 | One Cubic Meter |
| 83 | 1.82 | Construction of embankment with approved material obtained from borrow pits with all lift, 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 A) with all lead | BI01010001010000000000000515BI0100001194 | 4694.95 | One Cubic Meter |
| 84 | 1.83 | 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 withaa lead as per Technical Specification Clause 303.1.\nA) Earthen Shoulders | BI01010001010000000000000515BI0100001195 | 14198.4 | One Cubic Meter |
| 85 | 1.84 | Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work | BI01010001010000000000000515BI0100001196 | ||
| 86 | 1.85 | Granular Sub-base with Well Graded Material (Table 400.1)\n(A) By Mix in Place Method\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\nii) For Grading II Material | BI01010001010000000000000515BI0100001197 | 2735.78 | One Cubic Meter |
| 87 | 1.86 | WBM Grading 2 \nProviding, 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.\nA) By Manual Means\nUsing crusher broken metal and crushable screening | BI01010001010000000000000515BI0100001198 | 5530.59 | One Cubic Meter |
| 88 | 1.87 | Modified Penetration Macadam\nConstruction 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.\nA) 50 mm thick. Bitumen (S-65) 60/70 - VG-30\n\n | BI01010001010000000000000515BI0100001199 | 35269.7 | One Square Meter |
| 89 | 1.88 | Tack Coat \nProviding and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates) (PWD SSR Item No. 3.32 ) | BI01010001010000000000000515BI0100001200 | 35269.7 | One Square Meter |
| 90 | 1.89 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade) Binder By Mechanical Means\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using 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. (excluding seal coat) \n ) Bitumen (S-65) VG-30 | BI01010001010000000000000515BI0100001201 | 35269.7 | One Square Meter |
| 91 | 1.9 | Seal Coat (B) By Mechanical Means\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\n508 Type B ( Premix Seal Coat).\nBitumen (S-65) VG-30 | BI01010001010000000000000515BI0100001202 | 35269.7 | One Square Meter |
| 92 | 1.91 | Cement Concrete Pavement\nConstruction of un-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 drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet) | BI01010001010000000000000515BI0100001203 | 183.28 | One Cubic Meter |
| 93 | 1.92 | Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works | BI01010001010000000000000515BI0100001204 | ||
| 94 | 1.93 | Dismantling of Structures By Manual Means\nDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts ans lead m as per Technical Specification Clause 202.\nB) Cement Concrete | BI01010001010000000000000515BI0100001205 | 63.36 | One Cubic Meter |
| 95 | 1.94 | 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 | BI01010001010000000000000515BI0100001206 | ||
| 96 | 1.95 | A) Upto 600mm Ø Hume Pipe | BI01010001010000000000000515BI0100001207 | 30 | One Running Meter |
| 97 | 1.96 | Excavation for Structures\nExcavation 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.\nii) Upto 3 m depth by mechanical means | BI01010001010000000000000515BI0100001208 | 260.75 | One Cubic Meter |
| 98 | 1.97 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9\nii) Rubble filling (For B.C. Soil) | BI01010001010000000000000515BI0100001209 | 114.28 | One Cubic Meter |
| 99 | 1.98 | Providing 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 i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001210 | 56.39 | One Cubic Meter |
| 100 | 1.99 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C grade M 15. \n | BI01010001010000000000000515BI0100001211 | 303.19 | One Cubic Meter |
| 101 | 2 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification\nClauses 802, 804, 805, 806, 807, 1202 ans 1204\nII) P.C.C grade M 20\ni) Nominal mix (1:1:5:3) \n | BI01010001010000000000000515BI0100001212 | 9.84 | One Cubic Meter |
| 102 | 2.01 | 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\n(A) P.V.C. pipe 100 mm dia | BI01010001010000000000000515BI0100001213 | 25 | One number |
| 103 | 2.02 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. | BI01010001010000000000000515BI0100001214 | 0.69 | one Metric Ton |
| 104 | 2.03 | Excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material by manual means | BI01010001010000000000000515BI0100001215 | 433.739 | One Cubic Meter |
| 105 | 2.04 | 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. | BI01010001010000000000000515BI0100001216 | ||
| 106 | 2.05 | A) 1200mm Dia | BI01010001010000000000000515BI0100001217 | 7.5 | One Running Meter |
| 107 | 2.06 | B) 1000 mm Dia | BI01010001010000000000000515BI0100001218 | 67.5 | One Running Meter |
| 108 | 2.07 | Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design \nProviding 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, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.\nD) 600 mm dia | BI01010001010000000000000515BI0100001219 | 150 | One Running Meter |
| 109 | 2.08 | Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture | BI01010001010000000000000515BI0100001220 | ||
| 110 | 2.09 | 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 \ni) 5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001221 | 2 | Nos. |
| 111 | 2.1 | 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\nii) Kilometre Stone (precast) | BI01010001010000000000000515BI0100001222 | 10 | Nos. |
| 112 | 2.11 | 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 \niii) 200 m Stone | BI01010001010000000000000515BI0100001223 | 39 | Nos. |
| 113 | 2.12 | Boundary Pillar\nReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. | BI01010001010000000000000515BI0100001224 | 565 | Nos. |
| 114 | 2.13 | Providing and Fixing 'Logo' of PMGSY/MMGSY Project\nProviding 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 Two Plates 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 plates will 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 fra-me 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 (Item No. 10.16 (A) | BI01010001010000000000000515BI0100001225 | 2 | Each |
| 115 | 2.14 | Semi Reflective Traffic Signs\nProviding 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.\n(Item No. 10.2 ) | BI01010001010000000000000515BI0100001226 | ||
| 116 | 2.15 | iv) 800 mm x 600 mm Rectangular | BI01010001010000000000000515BI0100001227 | 8 | Each |
| 117 | 2.16 | ii) 600 mm Equilateral Triangle | BI01010001010000000000000515BI0100001228 | 37 | Each |
| 118 | 2.17 | Citizen/Maintenance Information Board\nMMGSY / 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 / 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 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 (Item No. 10.16A ) | BI01010001010000000000000515BI0100001229 | 2 | Each |
| 119 | 2.18 | Providing of Construting CC M-15 TBM Stone pf Size 0.30x0.30x0.75 M Including excavation, CC M-10 for foundation, Painting, lettring with MMGSY Logo, curing, finishing etc. complete | BI01010001010000000000000515BI0100001230 | 51 | Each |
| 120 | 2.19 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001231 | 6 | Each |
| 121 | 2.2 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work. Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 | BI01010001010000000000000515BI0100001232 | 442 | One Square Meter |
| 122 | 2.21 | 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 \n | BI01010001010000000000000515BI0100001233 | 44 | One Square Meter |
| 123 | 2.22 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\" (Item No. 16.16 P.No. 62) | BI01010001010000000000000515BI0100001234 | 400 | One Running Meter |
| 124 | 2.23 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) 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 | BI01010001010000000000000515BI0100001235 | 80 | One Running Meter |
AI Tender Summary
Tender Timeline
Oct 26, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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