Upgradation To1) Eklari- Neri Road 2) Khamari To Sitepar Road & 3) Mdr-41 Mandesar To Kanhalgaon Road, In Mohadi Taluka Of District Bhandara Under Package No. Bha-62.
Tender Value
5.07 Crore
Estimated cost
Bid Submission
06 Sep 2019
0 days left
EMD
2.72 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mohadi → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation To1 ) Eklari- Neri Road 2 ) Khamari To Sitepar Road & 3 ) Mdr-41 Mandesar To Kanhalgaon Road, In Mohadi Taluka Of District Bhandara Under Package No. Bha-62.
BOQ
| Name of Work:Upgradation to1) Eklari- Neri Road 2) Khamari To Sitepar Road & 3) MDR-41 Mandesar To Kanhalgaon Road, in Mohadi Taluka of District Bhandara Under Package No. BHA-62. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001113 | 15450 | One Square meter |
| 3 | 1.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001114 | 13005 | One Square meter |
| 4 | 1.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001115 | 19500 | One Square meter |
| 5 | 2 | Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with all lead and lift as per Technical Specification Clause 301.4 | BI01010001010000000000000515BI0100001116 | ||
| 6 | 2.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001117 | 9660 | One Square meter |
| 7 | 2.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001118 | 3375 | One Square meter |
| 8 | 3 | 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 | BI01010001010000000000000515BI0100001119 | ||
| 9 | 3.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001120 | 4492.8 | One Cubic Meter |
| 10 | 3.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001121 | 4140 | One Cubic Meter |
| 11 | 3.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001122 | 3259.47 | One Cubic Meter |
| 12 | 4 | Construction of embankment with approved materials deposited at site from raodway 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 (5% CBR & 97 PD.) | BI01010001010000000000000515BI0100001123 | ||
| 13 | 4.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001124 | 4492.8 | One Cubic Meter |
| 14 | 4.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001125 | 4140 | One Cubic Meter |
| 15 | 4.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001126 | 3259.47 | One Cubic Meter |
| 16 | 5 | Construction of embankment with approved material obtained from borrow pits with all lead and 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 | BI01010001010000000000000515BI0100001127 | ||
| 17 | 5.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001128 | 1492.54 | One Cubic Meter |
| 18 | 5.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001129 | 1930.25 | One Cubic Meter |
| 19 | 5.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001130 | 1395.13 | One Cubic Meter |
| 20 | 6 | Construction of granular sub-base by providing Grading-I 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. | BI01010001010000000000000515BI0100001131 | ||
| 21 | 6.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001132 | 279.2 | One Cubic Meter |
| 22 | 6.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001133 | 216.86 | One Cubic Meter |
| 23 | 6.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001134 | 377.4 | One Cubic Meter |
| 24 | 7 | 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. (WBM-G-II) | BI01010001010000000000000515BI0100001135 | ||
| 25 | 7.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001136 | 2253.52 | One Cubic Meter |
| 26 | 7.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001137 | 645.25 | One Cubic Meter |
| 27 | 7.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001138 | 1753.9 | One Cubic Meter |
| 28 | 8 | 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 lift as per Technical Specification Clause 303.1 | BI01010001010000000000000515BI0100001139 | ||
| 29 | 8.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001140 | 1482.08 | One Cubic Meter |
| 30 | 8.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001141 | 1278.78 | One Cubic Meter |
| 31 | 8.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001142 | 1419.31 | One Cubic Meter |
| 32 | 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 Above Existing BT | BI01010001010000000000000515BI0100001143 | ||
| 33 | 9.01 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001144 | 9462.84 | One Square meter |
| 34 | 10 | 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. | BI01010001010000000000000515BI0100001145 | ||
| 35 | 10.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001146 | 14096.9 | One Square meter |
| 36 | 10.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001147 | 6950.34 | One Square meter |
| 37 | 10.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001148 | 9496.97 | One Square meter |
| 38 | 11 | Providing, laying and rolling of built-up-spray grout over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates, key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregate placed on top of the second layer to serve as a base conforming to the line grades and cross section specified the compacted layer thickness being 75mm as per Technical Specification 505 | BI01010001010000000000000515BI0100001149 | ||
| 39 | 11.01 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001150 | 8761.59 | One Square meter |
| 40 | 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg / sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item.No. 5.2 (i) / P.No. 27) (Above M.P.M.) | BI01010001010000000000000515BI0100001151 | ||
| 41 | 12.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001152 | 14096.9 | One Square meter |
| 42 | 12.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001153 | 13261.6 | One Square meter |
| 43 | 12.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001154 | 9496.97 | One Square meter |
| 44 | 13 | 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) | BI01010001010000000000000515BI0100001155 | ||
| 45 | 13.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001156 | 14096.9 | One Square meter |
| 46 | 13.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001157 | 13261.6 | One Square meter |
| 47 | 13.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001158 | 9496.97 | One Square meter |
| 48 | 14 | 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 . | BI01010001010000000000000515BI0100001159 | ||
| 49 | 14.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001160 | 14096.9 | One Square meter |
| 50 | 14.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001161 | 13261.6 | One Square meter |
| 51 | 14.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001162 | 9496.97 | One Square meter |
| 52 | 15 | 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. | BI01010001010000000000000515BI0100001163 | ||
| 53 | 15.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001164 | 4 | One Number |
| 54 | 15.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001165 | 4 | One Number |
| 55 | 15.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001166 | 4 | One Number |
| 56 | 16 | 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. (Using 43 Grade OPC Cement) | BI01010001010000000000000515BI0100001167 | ||
| 57 | 16.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001168 | 13 | One Number |
| 58 | 16.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001169 | 12 | One Number |
| 59 | 16.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001170 | 14 | One Number |
| 60 | 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. | BI01010001010000000000000515BI0100001171 | ||
| 61 | 17.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001172 | 122 | One Number |
| 62 | 17.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001173 | 225 | One Number |
| 63 | 17.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001174 | 169 | One Number |
| 64 | 18 | 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 | BI01010001010000000000000515BI0100001175 | ||
| 65 | 18.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001176 | 48 | One Square meter |
| 66 | 18.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001177 | 104 | One Square meter |
| 67 | 18.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001178 | 72 | One Square meter |
| 68 | 19 | Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. | BI01010001010000000000000515BI0100001179 | ||
| 69 | 19.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001180 | 32 | One Number |
| 70 | 19.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001181 | 31 | One Number |
| 71 | 19.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001182 | 34 | One Number |
| 72 | 20 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | BI01010001010000000000000515BI0100001183 | ||
| 73 | 20.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001184 | 1 | Each |
| 74 | 20.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001185 | 1 | Each |
| 75 | 20.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001186 | 1 | Each |
| 76 | 21 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (I) Village name Board | BI01010001010000000000000515BI0100001187 | ||
| 77 | 21.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001188 | 2 | Each |
| 78 | 21.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001189 | 2 | Each |
| 79 | 21.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001190 | 2 | Each |
| 80 | 21.1 | (I) 600 mm Equilateral and Trangle | BI01010001010000000000000515BI0100001191 | ||
| 81 | 21.11 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001192 | 14 | Each |
| 82 | 21.12 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001193 | 6 | Each |
| 83 | 21.13 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001194 | 14 | Each |
| 84 | 22 | Providing and fixing a typical MMGSY 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. | BI01010001010000000000000515BI0100001195 | ||
| 85 | 22.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001196 | 2 | Each |
| 86 | 22.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001197 | 2 | Each |
| 87 | 22.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001198 | 3 | Each |
| 88 | 23 | 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 15cm 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 | BI01010001010000000000000515BI0100001199 | ||
| 89 | 23.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001200 | 4 | One Number |
| 90 | 23.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001201 | 4 | One Number |
| 91 | 23.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001202 | 4 | One Number |
| 92 | 24 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. | BI01010001010000000000000515BI0100001203 | ||
| 93 | 24.01 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001204 | 135 | One Cubic Meter |
| 94 | 25 | Providing and laying PVC Pipe 100mm Ø for Weephole (SoR Material Rate Sr.No. M-170, P.No. 67) | BI01010001010000000000000515BI0100001205 | ||
| 95 | 25.01 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001206 | 110 | One Number |
| 96 | 26 | 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 white Polythene sheet) Not less than 125 Micron. | BI01010001010000000000000515BI0100001207 | ||
| 97 | 26.01 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001208 | 455.82 | One Cubic Meter |
| 98 | 27 | 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 as per Technical Specification Clause 202 | BI01010001010000000000000515BI0100001209 | ||
| 99 | 27.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001210 | 66.02 | One Cubic Meter |
| 100 | 27.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001211 | ||
| 101 | 27.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001212 | 69.31 | One Cubic Meter |
| 102 | 28 | Removing all types of Hume pipes and stacking within all lead of including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 | BI01010001010000000000000515BI0100001213 | ||
| 103 | 28.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001214 | 7.4 | One Running Meter |
| 104 | 28.02 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001215 | 33.6 | One Running Meter |
| 105 | 29 | 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 all lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001216 | ||
| 106 | 29.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001217 | 571.569 | One Cubic Meter |
| 107 | 29.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001218 | 359.92 | One Cubic Meter |
| 108 | 29.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001219 | 1248.92 | One Cubic Meter |
| 109 | 30 | Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 | BI01010001010000000000000515BI0100001220 | ||
| 110 | 30.01 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001221 | 26.93 | One Cubic Meter |
| 111 | 30.02 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001222 | 139.73 | One Cubic Meter |
| 112 | 31 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Using 43 Grade OPC Cement) For CC Drain+C.D.Works | BI01010001010000000000000515BI0100001223 | ||
| 113 | 31.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001224 | 18.183 | One Cubic Meter |
| 114 | 31.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001225 | 12.32 | One Cubic Meter |
| 115 | 31.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001226 | 99.27 | One Cubic Meter |
| 116 | 32 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (Using 43 Grade OPC Cement) For CC Drain+C.D.Works | BI01010001010000000000000515BI0100001227 | ||
| 117 | 32.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001228 | 1.2 | One Cubic Meter |
| 118 | 32.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001229 | 95.16 | One Cubic Meter |
| 119 | 32.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001230 | 347.468 | One Cubic Meter |
| 120 | 33 | Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 802, 1205.4 and 1205.5 For CC Drain+C.D.Works | BI01010001010000000000000515BI0100001231 | ||
| 121 | 33.01 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001232 | 19.51 | One Cubic Meter |
| 122 | 34 | Providing and laying R.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 | BI01010001010000000000000515BI0100001233 | ||
| 123 | 34.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001234 | 27.12 | One Cubic Meter |
| 124 | 34.02 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001235 | 1.41 | One Cubic Meter |
| 125 | 35 | Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202 (Item No. 13.3 / P.No. 51) For CC Drain+C.C.Wearing Coat | BI01010001010000000000000515BI0100001236 | ||
| 126 | 35.01 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001237 | 2.4 | one Metric tonn |
| 127 | 36 | 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. | BI01010001010000000000000515BI0100001238 | ||
| 128 | 36.01 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001239 | 30 | One running Meter |
| 129 | 36.02 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001240 | 82.5 | One running Meter |
| 130 | 36.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001241 | 15 | One running Meter |
| 131 | 37 | 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. F.D.Works | BI01010001010000000000000515BI0100001242 | ||
| 132 | 37.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001243 | 225 | One running Meter |
| 133 | 37.02 | KHAMARI TO SITEPAR ROAD | BI01010001010000000000000515BI0100001244 | 180 | One running Meter |
| 134 | 37.03 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001245 | 350 | One running Meter |
| 135 | 38 | Providing and laying Cement concrete Wearing Course M-30 grade Excluding reinforcement complete as per drawing and technical specification Clause 800 and 1206.3 ( For Wearing Coat M-30) | BI01010001010000000000000515BI0100001246 | ||
| 136 | 38.01 | MDR-41 MANDESAR TO KANHALGAON ROAD | BI01010001010000000000000515BI0100001247 | 10.15 | One Cubic Meter |
| 137 | 39 | Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302 | BI01010001010000000000000515BI0100001248 | ||
| 138 | 39.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001249 | 18 | One Cubic Meter |
| 139 | 40 | Providing and laying pitching on slopes laid over prepared filter media as per drawings and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001250 | ||
| 140 | 40.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001251 | 36 | One Cubic Meter |
| 141 | 41 | Providing random rubble masonry in cement morter 1:5 in construction of toe walls for protection of slopes as per drawings and technical specifications Clause 1302.5 | BI01010001010000000000000515BI0100001252 | ||
| 142 | 41.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001253 | 20 | One Cubic Meter |
| 143 | 42 | 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. | BI01010001010000000000000515BI0100001254 | ||
| 144 | 42.01 | Eklari Neri Road (RAFT WITH CUT OFF) | BI01010001010000000000000515BI0100001255 | 74.25 | One Square meter |
| 145 | 42.02 | Eklari Neri Road (APPRON WITH CURTAIN WALL) | BI01010001010000000000000515BI0100001256 | 123.2 | One Square meter |
| 146 | 43 | Providing concrete for reinforced cement concrete M-30 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | BI01010001010000000000000515BI0100001257 | ||
| 147 | 43.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001258 | 18.207 | One Cubic Meter |
| 148 | 44 | Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 1202 | BI01010001010000000000000515BI0100001259 | ||
| 149 | 44.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001260 | 2.271 | one Metric tonn |
| 150 | 45 | Providing and laying R.C.C. M-30 in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001261 | ||
| 151 | 45.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001262 | 22.223 | One Cubic Meter |
| 152 | 46 | Providing and laying R.C.C. M-25 in substructure complet as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001263 | ||
| 153 | 46.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001264 | 25.025 | One Cubic Meter |
| 154 | 47 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202 | BI01010001010000000000000515BI0100001265 | ||
| 155 | 47.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001266 | 3.655 | one Metric tonn |
| 156 | 48 | Sand Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 | BI01010001010000000000000515BI0100001267 | ||
| 157 | 48.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001268 | 54.621 | One Cubic Meter |
| 158 | 49 | 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 | BI01010001010000000000000515BI0100001269 | ||
| 159 | 49.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001270 | 15 | One Number |
| 160 | 50 | 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 | BI01010001010000000000000515BI0100001271 | ||
| 161 | 50.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001272 | 76.817 | One Cubic Meter |
| 162 | 51 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001273 | ||
| 163 | 51.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001274 | 74.118 | One Cubic Meter |
| 164 | 52 | 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 | BI01010001010000000000000515BI0100001275 | ||
| 165 | 52.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001276 | 26 | One Number |
| 166 | 53 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100001277 | ||
| 167 | 53.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001278 | 66 | One Cubic Meter |
| 168 | 54 | Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | BI01010001010000000000000515BI0100001279 | ||
| 169 | 54.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001280 | 20.938 | One Cubic Meter |
| 170 | 55 | Providing and laying cement concrete Wearing Course M-30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001281 | ||
| 171 | 55.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001282 | 4.208 | One Cubic Meter |
| 172 | 56 | Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | BI01010001010000000000000515BI0100001283 | ||
| 173 | 56.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001284 | 2.97 | One Cubic Meter |
| 174 | 57 | Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001285 | ||
| 175 | 57.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001286 | 2.607 | one Metric tonn |
| 176 | 58 | Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) 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 specification Clause 1208.2 | BI01010001010000000000000515BI0100001287 | ||
| 177 | 58.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001288 | 36.34 | One Running Meter |
| 178 | 59 | Providing tar paper bearing of approved quality in proper size etc. complete. | BI01010001010000000000000515BI0100001289 | ||
| 179 | 59.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001290 | 12.92 | One Square meter |
| 180 | 60 | Expansion Joint with 25mm thick bituminous pad | BI01010001010000000000000515BI0100001291 | ||
| 181 | 60.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001292 | 3.119 | One Square meter |
| 182 | 61 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001293 | ||
| 183 | 61.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001294 | 5.94 | One Cubic Meter |
| 184 | 62 | 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. | BI01010001010000000000000515BI0100001295 | ||
| 185 | 62.01 | EKLARI TO NERI ROAD | BI01010001010000000000000515BI0100001296 | 1.08 | One Square meter |
AI Tender Summary
Tender Timeline
Aug 22, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 06, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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