Tender For Civil Works - Roads Work -Mr-N/20-21 Baisi /03
Tender Value
4.73 Crore
Estimated cost
Bid Submission
21 Sep 2020
0 days left
EMD
9.47 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BAISI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -mr-n / 20-21 baisi / 03
BOQ
| Name of Work: MR-N/20-21 Baisi/03 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of Road- Majhua PMGSY Road To Bangara\nClearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | |||
| 2 | 2 | In area of non-thorny jungle. | 0.324 | Hectare | |
| 3 | 3 | 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 1000 m as per Technical Specification Clause 202. | 1 | Nil | |
| 4 | 4 | Cement Cuncrete | 2.26 | Cum | |
| 5 | 5 | Reinforced Cement Concrete | 5.04 | Cum | |
| 6 | 6 | Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per | 1 | Nil | |
| 7 | 7 | Stone Masonary/Brick Masonary | 58.14 | Cum | |
| 8 | 8 | Construction of Subgrade and Earthen Shoulders | 1 | Nil | |
| 9 | 9 | 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 895.5 | Cum | |
| 10 | 10 | Granular Sub-base with Well Graded Material (Table 400.1) | 1 | Nil | |
| 11 | 11 | ( By mix in place method ) For Grading II Material | 1 | Nil | |
| 12 | 12 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 194.119 | Cum | |
| 13 | 13 | Water Bound Macadam with Stone Screening Gr-II | 1 | Nil | |
| 14 | 14 | WBM Grading 2 ( By Mechanical Means) | 1 | Nil | |
| 15 | 15 | 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. | 92.9813 | Cum | |
| 16 | 16 | WBM Grading 3 (By Mechanical Means ) | 1 | Nil | |
| 17 | 17 | Providing, laying, spreading and 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 and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 97.875 | Cum | |
| 18 | 18 | Prime Coat (Low porosity) | 1 | Nil | |
| 19 | 19 | 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 Technical Specification Clause 502. | 1318.05 | Sqm | |
| 20 | 20 | Patch work over WBM using Mix seal surface for bituminous and Existing CC Pavement | 1 | Nil | |
| 21 | 21 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 4439.93 | Sqm | |
| 22 | 22 | Tack Coat | 1 | Nil | |
| 23 | 23 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 7735.05 | Sqm | |
| 24 | 24 | Semi-Dense Bituminous Concrete | 1 | Nil | |
| 25 | 25 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 82.376 | Cum | |
| 26 | 26 | Cement Concrete Pavement | 1 | Nil | |
| 27 | 27 | Construction of un-reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501. | 284.062 | Cum | |
| 28 | 28 | SUB HEAD : ROAD FURNITURES , KM STONES , TRAFFIC & DIRECTION SIGN ,MMGSY LOGO | 1 | Nil | |
| 29 | 29 | Kilometre stone | 1 | Nil | |
| 30 | 30 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. | 1 | Nil | |
| 31 | 31 | i) 5th km stone | |||
| 32 | 32 | ii) Km stone | 3 | No. | |
| 33 | 33 | iii) 200 m stone | 12 | No. | |
| 34 | 34 | Direction and Place Identification signs with size more than 0.9 sqm size board | 1 | Nil | |
| 35 | 35 | Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. | 3.84 | Sqm | |
| 36 | 36 | Road Markers/Road Stud with Lens Reflector | 1 | Nil | |
| 37 | 37 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | 19 | Each | |
| 38 | 38 | Road Delineators | 1 | Nil | |
| 39 | 39 | Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC- 79 and the drawings. | 8 | Each | |
| 40 | 40 | Portable Barricade in Construction Zone | 1 | Nil | |
| 41 | 41 | Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450 C, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 | 5 | Each | |
| 42 | 42 | Traffic Cone | 1 | Nil | |
| 43 | 43 | Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873 | 10 | Each | |
| 44 | 44 | Retro-reflectorised Traffic Signs | 1 | Nil | |
| 45 | 45 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | 1 | Nil | |
| 46 | 46 | 600 mm equilateral & triangle | 13 | Nos | |
| 47 | 47 | 600 mm circular | 10 | Nos | |
| 48 | 48 | 600 mm x 450 mm rectangular | 3 | Nos | |
| 49 | 49 | Providing and laying Rumble Strip with road studs and Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 1 | Nil | |
| 50 | 50 | Thermoplastic paint | 7.5 | Sqm | |
| 51 | 51 | Road strips | 75 | Nos | |
| 52 | 52 | Boundary Pillar/Gaurd Post | 1 | Nil | |
| 53 | 53 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 72 | Nos | |
| 54 | 54 | Printing New Letters and Figures of any Shade | 1 | Nil | |
| 55 | 55 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 792 | per cm height per letter | |
| 56 | 56 | Planting of Trees and their Maintenance for one Year\n | 1 | Nil | |
| 57 | 57 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 44 | Each | |
| 58 | 58 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 1 | Nil | |
| 59 | 59 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 324 | Sqm | |
| 60 | 60 | At Edge for BT Portion | 24 | Sqm | |
| 61 | 61 | Pedestrian Crossing(2 m in length and providing at 50 cm apart) | 1 | Nil | |
| 62 | 62 | (I)Providing and Fixing 'Logo' of Maintenance Project | 1 | Nil | |
| 63 | 63 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Nil | |
| 64 | 64 | Providing and Fixing 'Logo' of Project | 2 | No. | |
| 65 | 65 | Citizan Information Board | 2 | No. | |
| 66 | 66 | Providing and Fixing 'Logo' of Maintenance Project | 1 | No. | |
| 67 | 67 | Single Row 300MM Dia (Irrigation Conduit) | 3 | No. | |
| 68 | 68 | Parapet | 1 | No. | |
| 69 | 69 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 60.75 | Cum | |
| 70 | 70 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 6.3 | Cum | |
| 71 | 71 | Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | 58.95 | Cum | |
| 72 | 72 | Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 | 1.35 | Cum | |
| 73 | 73 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification | 45 | nos | |
| 74 | 74 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 63 | Sqm | |
| 75 | 75 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 29.8 | cum | |
| 76 | 76 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 2.96 | cum | |
| 77 | 77 | Brick Masonary work in cm 1:4 in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 | 27.65 | m | |
| 78 | 78 | Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 7.5 | Sqm | |
| 79 | 79 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 65.89 | Sqm | |
| 80 | 80 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 13.26 | Sqm | |
| 81 | 81 | Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 20.64 | Cum | |
| 82 | 82 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 111.71 | Cum | |
| 83 | 83 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade | 7.92 | Cum | |
| 84 | 84 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade | 33.4 | Cum | |
| 85 | 85 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.56 | MT | |
| 86 | 86 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade | 16.25 | Cum | |
| 87 | 87 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 36 | Nos | |
| 88 | 88 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade | 10.02 | Cum | |
| 89 | 89 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.59 | MT | |
| 90 | 90 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials ) | 34.29 | Cum | |
| 91 | 91 | Providing and laying filter media with granular crushed aggregates as per specification 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 | 19.82 | Cum | |
| 92 | 92 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Coping - PCC M-20 Grade ) | |||
| 93 | 93 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-25 Grade | 4.13 | Cum | |
| 94 | 94 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.36 | MT | |
| 95 | 95 | Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) | 4.01 | Cum | |
| 96 | 96 | Painting on Parapet Wall Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 27.65 | Sqm | |
| 97 | 97 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 4 | Nos | |
| 98 | 98 | 1st Year Maintenance Cost | 1 | Km | |
| 99 | 99 | 2nd Year Maintenance Cost | 1 | Km | |
| 100 | 100 | 3rd Year Maintenance Cost | 1 | Km | |
| 101 | 101 | 4th Year Maintenance Cost | 1 | Km | |
| 102 | 102 | 5th Year Maintenance Cost | 1 | Km | |
| 103 | 103 | ADDING GST @12% | 1 | Rs | |
| 104 | 104 | ADDING LABOUR CESS @1% | 1 | Rs | |
| 105 | 105 | Add Seigniorage Fee @ 10% | 1 | Rs | |
| 106 | 106 | EMERGENT WORK @10% | 1 | Rs | |
| 107 | 107 | Name of Road- Bhokri To Harara\nClearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | 1 | Nil | |
| 108 | 108 | In area of non-thorny jungle. | 0.996 | Hectare | |
| 109 | 109 | Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per | 1 | Nil | |
| 110 | 110 | Stone Masonary/Brick Masonary | 8.64 | Cum | |
| 111 | 111 | Construction of Subgrade and Earthen Shoulders | 1 | Nil | |
| 112 | 112 | 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 3746.7 | Cum | |
| 113 | 113 | Granular Sub-base with Well Graded Material (Table 400.1) | 1 | Nil | |
| 114 | 114 | ( By mix in place method ) For Grading II Material | 1 | Nil | |
| 115 | 115 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 892.5 | Cum | |
| 116 | 116 | Water Bound Macadam with Stone Screening Gr-II | 1 | Nil | |
| 117 | 117 | WBM Grading 2 ( By Mechanical Means) | 1 | Nil | |
| 118 | 118 | 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. | 427.5 | Cum | |
| 119 | 119 | WBM Grading 3 (By Mechanical Means ) | 1 | Nil | |
| 120 | 120 | Providing, laying, spreading and 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 and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 472.5 | Cum | |
| 121 | 121 | Prime Coat (Low porosity) | 1 | Nil | |
| 122 | 122 | 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 Technical Specification Clause 502. | 6363 | Sqm | |
| 123 | 123 | Patch work over WBM using Mix seal surface for bituminous and Existing CC Pavement | 1 | Nil | |
| 124 | 124 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 10370.9 | Sqm | |
| 125 | 125 | Tack Coat | 1 | Nil | |
| 126 | 126 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 25520.9 | Sqm | |
| 127 | 127 | Semi-Dense Bituminous Concrete | 1 | Nil | |
| 128 | 128 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 378.75 | Cum | |
| 129 | 129 | SUB HEAD : ROAD FURNITURES , KM STONES , TRAFFIC & DIRECTION SIGN ,MMGSY LOGO | 1 | Nil | |
| 130 | 130 | Kilometre stone | 1 | Nil | |
| 131 | 131 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. | 1 | Nil | |
| 132 | 132 | i) 5th km stone | |||
| 133 | 133 | ii) Km stone | 3 | No. | |
| 134 | 134 | iii) 200 m stone | 12 | No. | |
| 135 | 135 | Direction and Place Identification signs with size more than 0.9 sqm size board | 1 | Nil | |
| 136 | 136 | Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. | 13.44 | Sqm | |
| 137 | 137 | Road Markers/Road Stud with Lens Reflector | 1 | Nil | |
| 138 | 138 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | 60 | Each | |
| 139 | 139 | Road Delineators | 1 | Nil | |
| 140 | 140 | Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC- 79 and the drawings. | 25 | Each | |
| 141 | 141 | Portable Barricade in Construction Zone | 1 | Nil | |
| 142 | 142 | Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450 C, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 | 5 | Each | |
| 143 | 143 | Traffic Cone | 1 | Nil | |
| 144 | 144 | Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873 | 10 | Each | |
| 145 | 145 | Retro-reflectorised Traffic Signs | 1 | Nil | |
| 146 | 146 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | 1 | Nil | |
| 147 | 147 | 600 mm equilateral & triangle | 40 | Nos | |
| 148 | 148 | 600 mm circular | 10 | Nos | |
| 149 | 149 | 600 mm x 450 mm rectangular | 10 | Nos | |
| 150 | 150 | Providing and laying Rumble Strip with road studs and Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 1 | Nil | |
| 151 | 151 | Thermoplastic paint | 22.5 | Sqm | |
| 152 | 152 | Road strips | 225 | Nos | |
| 153 | 153 | Boundary Pillar/Gaurd Post | 1 | Nil | |
| 154 | 154 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 72 | Nos | |
| 155 | 155 | Printing New Letters and Figures of any Shade | 1 | Nil | |
| 156 | 156 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 792 | per cm height per letter | |
| 157 | 157 | Planting of Trees and their Maintenance for one Year\n | 1 | Nil | |
| 158 | 158 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 200 | Each | |
| 159 | 159 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 1 | Nil | |
| 160 | 160 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 995.6 | sqm | |
| 161 | 161 | At Edge for BT Portion | 24 | Sqm | |
| 162 | 162 | Pedestrian Crossing(2 m in length and providing at 50 cm apart) | 1 | Nil | |
| 163 | 163 | (I)Providing and Fixing 'Logo' of Maintenance Project | 1 | Nil | |
| 164 | 164 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Nil | |
| 165 | 165 | Providing and Fixing 'Logo' of Project | 2 | No. | |
| 166 | 166 | Citizan Information Board | 2 | No. | |
| 167 | 167 | Providing and Fixing 'Logo' of Maintenance Project | 1 | No. | |
| 168 | 168 | Single Row 300MM Dia (Irrigation Conduit) | 5 | No. | |
| 169 | 169 | Parapet | 1 | No. | |
| 170 | 170 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 29.8 | cum | |
| 171 | 171 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 2.96 | cum | |
| 172 | 172 | Brick Masonary work in cm 1:4 in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 | 27.65 | m | |
| 173 | 173 | Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 7.5 | Sqm | |
| 174 | 174 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 65.89 | Sqm | |
| 175 | 175 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 13.26 | Sqm | |
| 176 | 176 | Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 20.64 | Cum | |
| 177 | 177 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 580.2 | Cum | |
| 178 | 178 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade | 31 | Cum | |
| 179 | 179 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade | 141.16 | Cum | |
| 180 | 180 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 6.64 | MT | |
| 181 | 181 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade | 56.72 | Cum | |
| 182 | 182 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 72 | Nos | |
| 183 | 183 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade | 65.34 | Cum | |
| 184 | 184 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 8.12 | MT | |
| 185 | 185 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials ) | 46.12 | Cum | |
| 186 | 186 | Providing and laying filter media with granular crushed aggregates as per specification 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 | 69.5 | Cum | |
| 187 | 187 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Coping - PCC M-20 Grade ) | |||
| 188 | 188 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-25 Grade | 30.6 | Cum | |
| 189 | 189 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 2.62 | MT | |
| 190 | 190 | Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) | 14.8 | Cum | |
| 191 | 191 | Painting on Parapet Wall Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 100.48 | Sqm | |
| 192 | 192 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 8 | Nos | |
| 193 | 193 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 223.42 | Cum | |
| 194 | 194 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade | 15.84 | Cum | |
| 195 | 195 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade | 66.8 | Cum | |
| 196 | 196 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 3.12 | MT | |
| 197 | 197 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade | 32.5 | Cum | |
| 198 | 198 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 72 | Nos | |
| 199 | 199 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade | 20.04 | Cum | |
| 200 | 200 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 3.18 | MT | |
| 201 | 201 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials ) | 68.58 | Cum | |
| 202 | 202 | Providing and laying filter media with granular crushed aggregates as per specification 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 | 39.64 | Cum | |
| 203 | 203 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Coping - PCC M-20 Grade ) | |||
| 204 | 204 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-25 Grade | 8.26 | Cum | |
| 205 | 205 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.72 | MT | |
| 206 | 206 | Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) | 8.02 | Cum | |
| 207 | 207 | Painting on Parapet Wall Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 55.3 | Sqm | |
| 208 | 208 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 8 | Nos | |
| 209 | 209 | 1st Year Maintenance Cost | 1 | Km | |
| 210 | 210 | 2nd Year Maintenance Cost | 1 | Km | |
| 211 | 211 | 3rd Year Maintenance Cost | 1 | Km | |
| 212 | 212 | 4th Year Maintenance Cost | 1 | Km | |
| 213 | 213 | 5th Year Maintenance Cost | 1 | Km | |
| 214 | 214 | ADDING GST @12% | 1 | Rs | |
| 215 | 215 | ADDING LABOUR CESS @1% | 1 | Rs | |
| 216 | 216 | Add Seigniorage Fee @ 10% | 1 | Rs | |
| 217 | 217 | EMERGENT WORK @10% | 1 | Rs | |
| 218 | 218 | Name of Road- Majhua To Santhali Tola Via Gerua Dalmalpur PWD Road\nClearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | 1 | Nil | |
| 219 | 219 | In area of non-thorny jungle. | 0.21 | Hectare | |
| 220 | 220 | Dismantling of Cross Drainage Works. | 1 | Nil | |
| 221 | 221 | 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 1000 m as per Technical Specification Clause 202. | 1 | Nil | |
| 222 | 222 | Cement Cuncrete | 2.26 | Cum | |
| 223 | 223 | Reinforced Cement Concrete | 5.04 | Cum | |
| 224 | 224 | Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per | 1 | Nil | |
| 225 | 225 | Stone Masonary/Brick Masonary | 58.14 | Cum | |
| 226 | 226 | Construction of Subgrade and Earthen Shoulders | 1 | Nil | |
| 227 | 227 | 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 945 | Cum | |
| 228 | 228 | Granular Sub-base with Well Graded Material (Table 400.1) | 1 | Nil | |
| 229 | 229 | ( By mix in place method ) For Grading II Material | 1 | Nil | |
| 230 | 230 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 179.156 | Cum | |
| 231 | 231 | Water Bound Macadam with Stone Screening Gr-II | 1 | Nil | |
| 232 | 232 | WBM Grading 2 ( By Mechanical Means) | 1 | Nil | |
| 233 | 233 | 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. | 82.688 | Cum | |
| 234 | 234 | WBM Grading 3 (By Mechanical Means ) | 1 | Nil | |
| 235 | 235 | Providing, laying, spreading and 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 and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 88.5938 | Cum | |
| 236 | 236 | Prime Coat (Low porosity) | 1 | Nil | |
| 237 | 237 | 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 Technical Specification Clause 502. | 1193.06 | Sqm | |
| 238 | 238 | Patch work over WBM using Mix seal surface for bituminous and Existing CC Pavement | 1 | Nil | |
| 239 | 239 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 1193.06 | Sqm | |
| 240 | 240 | Tack Coat | 1 | Nil | |
| 241 | 241 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 5169.94 | Sqm | |
| 242 | 242 | Semi-Dense Bituminous Concrete | 1 | Nil | |
| 243 | 243 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 99.424 | Cum | |
| 244 | 244 | SUB HEAD : ROAD FURNITURES , KM STONES , TRAFFIC & DIRECTION SIGN ,MMGSY LOGO | 1 | Nil | |
| 245 | 245 | Kilometre stone | 1 | Nil | |
| 246 | 246 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. | 1 | Nil | |
| 247 | 247 | i) 5th km stone | |||
| 248 | 248 | ii) Km stone | 2 | No. | |
| 249 | 249 | iii) 200 m stone | 6 | No. | |
| 250 | 250 | Direction and Place Identification signs with size more than 0.9 sqm size board | 1 | Nil | |
| 251 | 251 | Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. | 3.84 | Sqm | |
| 252 | 252 | Road Markers/Road Stud with Lens Reflector | 1 | Nil | |
| 253 | 253 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | 13 | Each | |
| 254 | 254 | Road Delineators | 1 | Nil | |
| 255 | 255 | Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC- 79 and the drawings. | 5 | Each | |
| 256 | 256 | Portable Barricade in Construction Zone | 1 | Nil | |
| 257 | 257 | Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450 C, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 | 5 | Each | |
| 258 | 258 | Traffic Cone | 1 | Nil | |
| 259 | 259 | Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873 | 10 | Each | |
| 260 | 260 | Retro-reflectorised Traffic Signs | 1 | Nil | |
| 261 | 261 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | 1 | Nil | |
| 262 | 262 | 600 mm equilateral & triangle | 8 | Nos | |
| 263 | 263 | 600 mm circular | 10 | Nos | |
| 264 | 264 | 600 mm x 450 mm rectangular | 2 | Nos | |
| 265 | 265 | Providing and laying Rumble Strip with road studs and Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 1 | Nil | |
| 266 | 266 | Thermoplastic paint | 4.5 | Sqm | |
| 267 | 267 | Road strips | 45 | Nos | |
| 268 | 268 | Boundary Pillar/Gaurd Post | 1 | Nil | |
| 269 | 269 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 25 | Nos | |
| 270 | 270 | Printing New Letters and Figures of any Shade | 1 | Nil | |
| 271 | 271 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 352 | per cm height per letter | |
| 272 | 272 | Planting of Trees and their Maintenance for one Year\n | 1 | Nil | |
| 273 | 273 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 53 | Each | |
| 274 | 274 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 1 | Nil | |
| 275 | 275 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 210 | Sqm | |
| 276 | 276 | At Edge for BT Portion | 24 | Sqm | |
| 277 | 277 | Pedestrian Crossing(2 m in length and providing at 50 cm apart) | 1 | Nil | |
| 278 | 278 | (I)Providing and Fixing 'Logo' of Maintenance Project | 1 | Nil | |
| 279 | 279 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Nil | |
| 280 | 280 | Providing and Fixing 'Logo' of Project | 2 | No. | |
| 281 | 281 | Citizan Information Board | 2 | No. | |
| 282 | 282 | Providing and Fixing 'Logo' of Maintenance Project | 1 | No. | |
| 283 | 283 | Single Row 300MM Dia (Irrigation Conduit) | 3 | No. | |
| 284 | 284 | Parapet | 1 | No. | |
| 285 | 285 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 59.6 | cum | |
| 286 | 286 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 5.92 | cum | |
| 287 | 287 | Brick Masonary work in cm 1:4 in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 | 55.3 | m | |
| 288 | 288 | Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 15 | Sqm | |
| 289 | 289 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 131.78 | Sqm | |
| 290 | 290 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 26.52 | Sqm | |
| 291 | 291 | Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 41.28 | Cum | |
| 292 | 292 | 1st Year Maintenance Cost | 1 | Km | |
| 293 | 293 | 2nd Year Maintenance Cost | 1 | Km | |
| 294 | 294 | 3rd Year Maintenance Cost | 1 | Km | |
| 295 | 295 | 4th Year Maintenance Cost | 1 | Km | |
| 296 | 296 | 5th Year Maintenance Cost | 1 | Km | |
| 297 | 297 | ADDING GST @12% | 1 | Rs | |
| 298 | 298 | ADDING LABOUR CESS @1% | 1 | Rs | |
| 299 | 299 | Add Seigniorage Fee @ 10% | 1 | Rs | |
| 300 | 300 | EMERGENT WORK @10% | 1 | Rs |
AI Tender Summary
Tender Timeline
Sep 16, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 21, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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