Repair And Rehabilitation Of Non Patchable Roads Under Pkg. No. Rj-06-01/5054/ Ridfxxvii/Reh /2021-22 In Division Bayana Distt. Bharatpur Repair And Rehabilitation Of Non Patchable Roads Under Pkg. No. Rj-06-01/5054/ Ridfxxvii/Reh /2021-22 In Division B
Tender Value
4.07 Crore
Estimated cost
Bid Submission
06 Dec 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bayana → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair And Rehabilitation Of Non Patchable Roads Under Pkg. No. Rj-06-01/5054/ Ridfxxvii/Reh /2021-22 In Division Bayana Distt. Bharatpur Repair And Rehabilitation Of Non Patchable Roads Under Pkg. No. Rj-06-01/5054/ Ridfxxvii/Reh /2021-22 In Division Bayana Distt. Bharatpur
BOQ
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 3 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 4 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 5 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 6 | Roopwas Jagner Road to Chak Samri |
| 7 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 8 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 9 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 10 | A/R to Singhawali Km. 0/0 to 1/0 |
| 11 | A/R to Harnagar |
| 12 | Providingandlaying WBM Patching usingcrusher broken aggregate including preparationofpot hole, scarifying and re-shapingtotherequired grade and camber, asper the standard specifications, spreading of material, consolidation with mechanical drop hammer of 11.40kg hand rammer or 8-10tonne power roller, spreading & consolidation of binding material including cost of fuel and lubricants and hire charges of T & P. |
| 13 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 14 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 15 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202. By Mechanical Means : Bituminous courses |
| 16 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 17 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 18 | A/R to Singhawali Km. 0/0 to 1/0 |
| 19 | Dismantling Brick/Tile work In cement mortar |
| 20 | A/R To Karwari Km 1/0 To 2/0 |
| 21 | 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 to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5_____do___________ with lead upto - 50mtr |
| 22 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 23 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 24 | A/R To Karwari Km 1/0 To 2/0 |
| 25 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 26 | Roopwas Jagner Road to Chak Samri |
| 27 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 28 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 29 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 30 | A/R to Singhawali Km. 0/0 to 1/0 |
| 31 | A/R to Harnagar |
| 32 | Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In hard soil mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper. |
| 33 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 34 | 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 to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5_____do___________ with lead upto - 1000mtr |
| 35 | A/R to Harnagar |
| 36 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 30. To achieve 95% Proctor density |
| 37 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 38 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 39 | A/R To Karwari Km 1/0 To 2/0 |
| 40 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 41 | Roopwas Jagner Road to Chak Samri |
| 42 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 43 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 44 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 45 | A/R to Singhawali Km. 0/0 to 1/0 |
| 46 | A/R to Harnagar |
| 47 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken |
| 48 | A/R To Karwari Km 1/0 To 2/0 |
| 49 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 50 | Roopwas Jagner Road to Chak Samri |
| 51 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 52 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 53 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken |
| 54 | A/R to Harnagar |
| 55 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken |
| 56 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 57 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 58 | A/R To Karwari Km 1/0 To 2/0 |
| 59 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 60 | Roopwas Jagner Road to Chak Samri |
| 61 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 62 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 63 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 64 | A/R to Singhawali Km. 0/0 to 1/0 |
| 65 | Construction of un-reinforced, without dowel bar, 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 sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments. cement concrete M 30 grade |
| 66 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 67 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 68 | A/R To Karwari Km 1/0 To 2/0 |
| 69 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 70 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 71 | A/R to Singhawali Km. 0/0 to 1/0 |
| 72 | Add Extra for dowel bar for cement concrete pavement as per drawing and MoRD specification clause 1501 |
| 73 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 74 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 75 | A/R To Karwari Km 1/0 To 2/0 |
| 76 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 77 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 78 | A/R to Singhawali Km. 0/0 to 1/0 |
| 79 | Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the requiredlevel and grade, rolling by power roller & vibratory compactor to achievethe desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with all lead.For grading-2 (layer thickness 50-75mm) with bitumen grade 60/70. |
| 80 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 81 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 7.5 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 |
| 82 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 83 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 84 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 85 | Roopwas Jagner Road to Chak Samri |
| 86 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 87 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 88 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 89 | A/R to Singhawali Km. 0/0 to 1/0 |
| 90 | A/R to Harnagar |
| 91 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 |
| 92 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 93 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 94 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 95 | Roopwas Jagner Road to Chak Samri |
| 96 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 97 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 98 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 99 | A/R to Singhawali Km. 0/0 to 1/0 |
| 100 | A/R to Harnagar |
| 101 | Providing andlayingopengraded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required),transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade 60/70. |
| 102 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 103 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 104 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 105 | Roopwas Jagner Road to Chak Samri |
| 106 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 107 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 108 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 109 | A/R to Singhawali Km. 0/0 to 1/0 |
| 110 | A/R to Harnagar |
| 111 | add extra for addinf shreaded plastic waste as per guidelines envisaged in IRC :SP:98 -2013 over item ofopen graded premix carpet @8% of the quantity of Botumen by weight including mixing of aggregate and plastic wastein Hot mix Plant (The Bitumen cintent will be as per respective clause of Morth specification . |
| 112 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 113 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 114 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 115 | Roopwas Jagner Road to Chak Samri |
| 116 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 117 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 118 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 119 | A/R to Singhawali Km. 0/0 to 1/0 |
| 120 | A/R to Harnagar |
| 121 | Providing and applying premixed seal coat type \"B\" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required)inmini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead with bitumen grade 60/70 |
| 122 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 123 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 124 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 125 | Roopwas Jagner Road to Chak Samri |
| 126 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 127 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 128 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 129 | A/R to Singhawali Km. 0/0 to 1/0 |
| 130 | A/R to Harnagar |
| 131 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurments shall be made inner to inner side of edge blocks) Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and technical specifications. |
| 132 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 133 | Roopwas Jagner Road to Chak Samri |
| 134 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 135 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)(a) Ordinary Kilometer Stone |
| 136 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 137 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 138 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 139 | Roopwas Jagner Road to Chak Samri |
| 140 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 141 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 142 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 143 | A/R to Singhawali Km. 0/0 to 1/0 |
| 144 | A/R to Harnagar |
| 145 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)200 m stone |
| 146 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 147 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 148 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 149 | Roopwas Jagner Road to Chak Samri |
| 150 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 151 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 152 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 153 | A/R to Singhawali Km. 0/0 to 1/0 |
| 154 | A/R to Harnagar |
| 155 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect |
| 156 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 157 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 158 | A/R To Karwari Km 1/0 To 2/0 |
| 159 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 160 | Roopwas Jagner Road to Chak Samri |
| 161 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 162 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 163 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 164 | A/R to Singhawali Km. 0/0 to 1/0 |
| 165 | A/R to Harnagar |
| 166 | Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 1200 x 750 mm |
| 167 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 168 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 169 | A/R To Karwari Km 1/0 To 2/0 |
| 170 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 171 | Roopwas Jagner Road to Chak Samri |
| 172 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 173 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 174 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 175 | A/R to Singhawali Km. 0/0 to 1/0 |
| 176 | A/R to Harnagar |
| 177 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. 300 mm dia. |
| 178 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 179 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 180 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 181 | Roopwas Jagner Road to Chak Samri |
| 182 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 183 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 184 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 185 | A/R to Singhawali Km. 0/0 to 1/0 |
| 186 | A/R to Harnagar |
| 187 | Construction of Pedestal of size 5.50\" x 5.50\" x 1.25\" in stone masonary in CM 1:6 as per design and drawing complete with 25 mm thick plaster in CM 1:4 plaster and weather coat paint |
| 188 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 189 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 190 | A/R To Karwari Km 1/0 To 2/0 |
| 191 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 192 | Roopwas Jagner Road to Chak Samri |
| 193 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 194 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 195 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 196 | A/R to Singhawali Km. 0/0 to 1/0 |
| 197 | A/R to Harnagar |
| 198 | Supply & Fixing of one side polished Black granite stone 20 mm thick of size 3\" x 2\" with engraved and gold colour painted letter ( upto 200 letter) & border as per direction of engineer in charge on existing pedestals including transportation |
| 199 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 200 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 201 | A/R To Karwari Km 1/0 To 2/0 |
| 202 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 203 | Roopwas Jagner Road to Chak Samri |
| 204 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 205 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 206 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 207 | A/R to Singhawali Km. 0/0 to 1/0 |
| 208 | A/R to Harnagar |
| 209 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth upto 3 metre |
| 210 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 211 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 212 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 213 | Roopwas Jagner Road to Chak Samri |
| 214 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 215 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 216 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 217 | A/R to Singhawali Km. 0/0 to 1/0 |
| 218 | ProvidingandlayingPlaincement concrete mix with stone aggregate 20 mm nominal size mechnicallymixedandvibrated in foundationup toadepthof1.50 metresbelow ground leveland/or1.50 metres aboveground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level |
| 219 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 220 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 221 | Ghatoli To Mertha Via Horipura Km 0/0 To 2/550 |
| 222 | Roopwas Jagner Road to Chak Samri |
| 223 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 224 | Kherli Road to Bansi Paharpur Km. 0/0 to 3/0 |
| 225 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 226 | A/R to Singhawali Km. 0/0 to 1/0 |
| 227 | Stone masonry work in cement mortarwith mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 In CM 1:4. |
| 228 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 229 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 230 | Roopwas Jagner Road to Chak Samri |
| 231 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 232 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 233 | A/R to Singhawali Km. 0/0 to 1/0 |
| 234 | Providing Cement pointing 1:2 flush or ruledRaised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand). |
| 235 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 236 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 237 | Roopwas Jagner Road to Chak Samri |
| 238 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 239 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 240 | A/R to Singhawali Km. 0/0 to 1/0 |
| 241 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 50 mm thick |
| 242 | Keladevi Mod to Malikpur Km 0/0 To 4/0 |
| 243 | Singhaniya Road to Bankukra Km 0/0 to 2/500 |
| 244 | Roopwas Jagner Road to Chak Samri |
| 245 | Widenting and Stregthening of Rudawal Basai Road via Bansi Paharpur Km. 8/600 to 13/0 |
| 246 | Shahpur to Ghuneni Km. 0/0 to 2/500 |
| 247 | A/R to Singhawali Km. 0/0 to 1/0 |
| 248 | Construction of un-reinforced, without dowel bar, 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 sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments.Cement concrete M-25 grade. |
| 249 | A/R to Harnagar |
AI Tender Summary
Tender Timeline
Nov 24, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 06, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 07, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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