|
| 1 | PART \\"A\\"BT Road work : Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108. |
| 2 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 3 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 4 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 5 | L-079 Pundlu to Raiko Ki Dhani |
| 6 | Clearing & grubbing road land incl. uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201 By Mechanical Means In area of non-thorny jungle |
| 7 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 8 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 9 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 10 | L-079 Pundlu to Raiko Ki Dhani |
| 11 | Excavation for roadway in soil by mechanical means incl. cutting & pushing the earth to site of embankment upto a distance of 100 m, incl. trimming bottom and side slopes in accordance with requirements of lines, grades & cross-sections. |
| 12 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 13 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 14 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 15 | L-079 Pundlu to Raiko Ki Dhani |
| 16 | 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 upto 50 m as per MoRD Specification Clause 301.5 |
| 17 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 18 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 19 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 20 | L-079 Pundlu to Raiko Ki Dhani |
| 21 | By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material |
| 22 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 23 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 24 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 25 | L-079 Pundlu to Raiko Ki Dhani |
| 26 | WBM Grading 2 : Providing, laying, spreading & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100kN 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 Grading2 as per MoRD Specification Clause 405.. Using Crusher Broken Aggregate By Mechanical Means |
| 27 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 28 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 29 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 30 | L-079 Pundlu to Raiko Ki Dhani |
| 31 | WBM Grading 3 : Providing, laying, spreading & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade & camber, applying & brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. using Crusher borken aggregate By Mechanical Means |
| 32 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 33 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 34 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 35 | L-079 Pundlu to Raiko Ki Dhani |
| 36 | Primer coat : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502 |
| 37 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 38 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 39 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 40 | L-079 Pundlu to Raiko Ki Dhani |
| 41 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. |
| 42 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 43 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 44 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 45 | L-079 Pundlu to Raiko Ki Dhani |
| 46 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder : Providing, laying and rolling o fopen-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either usingViscosity 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 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of eitherTypeA or TypeB orTypeC as per MoRD Specification Clause 506 & for modified Bitumen Clause 511. Case -II By mechnical means Bitumen VG-30 |
| 47 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 48 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 49 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 50 | L-079 Pundlu to Raiko Ki Dhani |
| 51 | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item No.5.9,5.11&16.23 of Bitumenous Surface Course @8%of the quantity of Bitumen by weight incl. mixing of aggregate and plastic waste in Hot Mix Plant(The Bitumen content will be as per respective Clause of MoRD Specifications) |
| 52 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 53 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 54 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 55 | L-079 Pundlu to Raiko Ki Dhani |
| 56 | Providing 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 MoRD Specification Clause 508 & modified Bitumen Clause 511. By Mechanical Means. Case - II : Type B Bitumen (VG-30) |
| 57 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 58 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 59 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 60 | L-079 Pundlu to Raiko Ki Dhani |
| 61 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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. |
| 62 | 300 mm dia |
| 63 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 64 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 65 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 66 | L-079 Pundlu to Raiko Ki Dhani |
| 67 | 600 mm dia |
| 68 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 69 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 70 | L-079 Pundlu to Raiko Ki Dhani |
| 71 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 0.75 M x 0.75 M |
| 72 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 73 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 74 | PART \\"B\\" C.C. Pavemnet : Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material |
| 75 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 76 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 77 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 78 | L-079 Pundlu to Raiko Ki Dhani |
| 79 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of MoRTH Specification, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 80 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 81 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 82 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 83 | L-079 Pundlu to Raiko Ki Dhani |
| 84 | 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 coarseaggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, 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 |
| 85 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 86 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 87 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 88 | Construction of panel concrete pavement M-40 grade for Thin White Topping (Thickness greater than I00 mm and less than 200 mm) Construction of short paneled un reinforced, plain cement concrete pavement (Thin white Topping as per IRC : SP: 76- 2015) :M-40 grade concrete over a prepared sub base or over bituminous surface (Existing bituminous surface prepared if necessary either by milling or leveling course to be done with BM / DBM / DLC to correct surface profile and to be paid separately)with Ordinary Portland Cement 53 grade confirming to IS:12269, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contractionand expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days, using curing compound (where specified) and water including vaccum dewatering process with all required equipments, finishing to lines and grade as perdrawing and MoRD specification Clause 1501 complete excluding cost of steel in dowel bars and tie bars etc. Each Panel (1.00m x 1.00m). Note : If fiber are to be used as per mix design the same shall be paid separately as per item no 6.8 |
| 89 | L-079 Pundlu to Raiko Ki Dhani |
| 90 | PART \\"C\\" Side Drain : Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 1.5 m depth |
| 91 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 92 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 93 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 94 | L-079 Pundlu to Raiko Ki Dhani |
| 95 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.CC. grade M10 Norminal Mix 1:3:6 |
| 96 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 97 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 98 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 99 | L-079 Pundlu to Raiko Ki Dhani |
| 100 | Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix omplete with good finish as per approved drawings and specifications for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm |
| 101 | L-079 Pundlu to Raiko Ki Dhani |
| 102 | Stone masonry in cement mortar for substructure complete as per drawing & MoRD specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:4 cement mortar |
| 103 | L-079 Pundlu to Raiko Ki Dhani |
| 104 | Providing & laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc.complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT /Government Engineer College complete in all respect as per specifications Size 1.00 M x 1.00 M |
| 105 | L-079 Pundlu to Raiko Ki Dhani |
| 106 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRD specification Clauses 613.4 & 1204 |
| 107 | L-079 Pundlu to Raiko Ki Dhani |
| 108 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1916 |
| 109 | L-079 Pundlu to Raiko Ki Dhani |
| 110 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1206.5 , 50 mm thick |
| 111 | L-079 Pundlu to Raiko Ki Dhani |
| 112 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 |
| 113 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 114 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 115 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 116 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRD specification Clauses 1002, 1005, 1010 & 1202 @ 50 Kg P.Cum |
| 117 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 118 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 119 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 120 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm |
| 121 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 122 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 123 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 124 | Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 1.5 m depth |
| 125 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 126 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 127 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 128 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 |
| 129 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 130 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 131 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 132 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:4 cement mortar |
| 133 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 134 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 135 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 136 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 137 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 138 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 139 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 140 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75 mm thick |
| 141 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 142 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 143 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 144 | PART 'D' : Road Furniture : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 145 | 900 mm equilateral & triangle |
| 146 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 147 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 148 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 149 | L-079 Pundlu to Raiko Ki Dhani |
| 150 | 600 mm Circular |
| 151 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 152 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 153 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 154 | L-079 Pundlu to Raiko Ki Dhani |
| 155 | 800 mm x 600 mm rectangular |
| 156 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 157 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 158 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 159 | L-079 Pundlu to Raiko Ki Dhani |
| 160 | 900 mm high octagon |
| 161 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 162 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 163 | L-079 Pundlu to Raiko Ki Dhani |
| 164 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm(12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause1701.4.6Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700 |
| 165 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 166 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 167 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 168 | L-079 Pundlu to Raiko Ki Dhani |
| 169 | Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700. |
| 170 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 171 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 172 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 173 | L-079 Pundlu to Raiko Ki Dhani |
| 174 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification. |
| 175 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 176 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 177 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 178 | L-079 Pundlu to Raiko Ki Dhani |
| 179 | Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700 |
| 180 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 181 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 182 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 183 | L-079 Pundlu to Raiko Ki Dhani |
| 184 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade andcolour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 with size more than 0.9 sqm size board |
| 185 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 186 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 187 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 188 | L-079 Pundlu to Raiko Ki Dhani |
| 189 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Specification Clause 1701 |
| 190 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 191 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 192 | L-079 Pundlu to Raiko Ki Dhani |
| 193 | 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 MoRD Specification Clause 1703 |
| 194 | 5th Kilometre Stone (precast) |
| 195 | L-079 Pundlu to Raiko Ki Dhani |
| 196 | Ordinary Kilometer Stone (Precast) |
| 197 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 198 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 199 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 200 | L-079 Pundlu to Raiko Ki Dhani |
| 201 | 200 m stone (precast) |
| 202 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 203 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 204 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 205 | L-079 Pundlu to Raiko Ki Dhani |
| 206 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 3.70 meter wide and 10 cm high for general traffic |
| 207 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 208 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 209 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 210 | L-079 Pundlu to Raiko Ki Dhani |
| 211 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 212 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 213 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 214 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 215 | L-079 Pundlu to Raiko Ki Dhani |
| 216 | Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 217 | L021-Raghunathpura-Modi-Moriyana-Sanediya Road to Kaswon ki Dhani |
| 218 | L026-Poh Dham To Mohan Ram Rad ki Dhani |
| 219 | L023-NH-58 to Mala Vishnoiyan ki Dhan |
| 220 | L-079 Pundlu to Raiko Ki Dhani |
| 221 | Add GST (18%) on Total Costruction Cost |
| 222 | Routine Mainteenance work After Completion of works for Five Year Fixed Amount |
| 223 | For 1st Year (0.68%) |
| 224 | For 2nd Year (0.87%) |
| 225 | For 3rd Year (1.12%) |
| 226 | For 4th Year (1.31%) |
| 227 | For 5th Year (1.52%) |
| 228 | Add GST (18%) on Total Maintenance Cost Please Enable Macros to View BoQ information |
