State Rural Roads Development -SRRD has published Construction I/C Mbt Of A Road From Daji Boldakgre To Waro Songgitcham ( 5 . 68 Km ) I/C 2 Nos Bridges Balance Work Mbt. Submission Date for this Tender is 17-08-2020. Road Work Tenders in Daji Boldakgre to waro Songgitcham Meghalaya. Bidders can get complete Tender details and download the document.
| Name of Work: Construction i/c Metalling and Blacktopping of a road from Daji Boldakgre to Waro Songgitcham (L=5.68Km) i/c 2Nos Bridges 18.00m span at Ch:2400 & 21.00m span at Ch:5680 – Stage I&II (Balance Work) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land | |||
| 2 | 1.01 | Clearing and grubbing road land including 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. By Manual Means | 1.798 | Hectare | |
| 3 | 2 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe | 7.5 | m | |
| 4 | 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.\n(I) By Manual Means\n(c) Reinforced Cement Concrete | 0.875 | m3 | |
| 5 | 4 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 8975.29 | m3 | |
| 6 | 5 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause | 2940.36 | m3 | |
| 7 | 6 | Construction of Subgrade and Earthen Shoulders\nConstruction 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\nTable 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 2988 | m3 | |
| 8 | 7 | Granular Sub-base with Well Graded Material 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. | 2879.93 | m3 | |
| 9 | 8 | Water Bound Macadam | |||
| 10 | 8.01 | WBM Grading 2 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, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical\nSpecification Clause 405. By Manual Means | 1313.66 | m3 | |
| 11 | 8.02 | WBM Grading 3 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, stone creening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical\nSpecification Clause 405. By Manual Means | 1313.66 | m3 | |
| 12 | 9 | Bituminous Work | |||
| 13 | 9.01 | Prime-Coat Providing and applying primer coat with bitumen emulsion 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 | 17515.5 | m3 | |
| 14 | 9.02 | Tack-coat Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 17515.5 | m3 | |
| 15 | 9.03 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static rollar capacity, finished to requir level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means | 17515.5 | m3 | |
| 16 | 9.04 | Seal-Coat 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 By Manual Means Case - II : Type B | 17515.5 | m3 | |
| 17 | 10 | Traffic Signs\nA. Retro-reflectorised Traffic Signs\n(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause\n1701.2.3 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(i) 900 mm equilateral triangle | 31 | each | |
| 18 | 11 | Kilometre Stone | |||
| 19 | 11.01 | Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast) | 5 | each | |
| 20 | 11.02 | Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703(iii) 200 m Stone (precast) | 28 | each | |
| 21 | 12 | Providing and Fixing 'Logo' of PMGSY Project\nProviding and fixing of typical PMGSY 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 | 2 | each | |
| 22 | 13 | Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 (ii) RCC M15 grade | 4.253 | m3 | |
| 23 | 14 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. Ordinary soil (upto 3m depth) | 1552.09 | m3 | |
| 24 | 15 | Plain Cement Concrete M15 (1:2.5:5 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109\n(ii) PCC grade M15\n(i) Nominal Mix 1:2.5:5 | 170.166 | m3 | |
| 25 | 16 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (I) Brick masonry in 1:3 cement mortar | 460.926 | m3 | |
| 26 | 17 | Stone masonry in cement mortar in foundation works complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (III) Random rubble masonry \nIn cement mortar (1:3) | 215.467 | m3 | |
| 27 | 18 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (III) Random rubble masonry \nIn cement mortar (1:3) | 553.067 | m3 | |
| 28 | 19 | Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and Technical Specifications Clauses 700 and 1208.4 | 32.4 | m3 | |
| 29 | 20 | 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 | 400 | nos. | |
| 30 | 21 | 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 | 350.4 | m3 | |
| 31 | 22 | Providing and laying reinforce cement concrete in super structure as per drawing and technical specifications clause 800,1205.4 and 1205.5 II. RCC M25 grade | 32.004 | m3 | |
| 32 | 23 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002,1010 and 1202. | 1.68 | ton | |
| 33 | 24 | Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 | 88.638 | m3 | |
| 34 | 25 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 I. Random rubble masonry | 9.87 | m3 | |
| 35 | 26 | Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 | 97.697 | m2 | |
| 36 | 27 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 | 19.5 | m | |
| 37 | 28 | Bedding for pipe Type-B (First class) bedding : Laying (First class) bedding of well compacted sand, moorum or approve granular materials as per clause1105 (ii) | 6.052 | m3 | |
| 38 | 29 | Providing and laying RCC Pipe NP3 for Culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work etc. | 15 | m | |
| 39 | 30 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 24.669 | m3 | |
| 40 | 31 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, C RCC Grade M-20 | 3.07 | m3 | |
| 41 | 32 | Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15 | 73.416 | m3 | |
| 42 | 33 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clauses 1002,1005,1010 &1202. | 2.874 | MT | |
| 43 | 34 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser, E RCC Grade M-20, a) Height upto 5 m,Case-I | 91.013 | m3 | |
| 44 | 35 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Cl. 800 and 1206.3,B. Natural gravel | 3.608 | m3 | |
| 45 | 36 | Providing and Laying Curtain wall complete as per drawing and Technical specification clause 1304, B) Cement Concrete Grade M-15 | 20.738 | m3 | |
| 46 | 37 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall | 144.33 | m3 | |
| 47 | 38 | Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. | 48.11 | Rm | |
| 48 | 39 | Bridge of 18.00m span at Ch:2400 | |||
| 49 | 39.01 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. Ordinary soil (upto 3m depth) | 262.96 | m3 | |
| 50 | 39.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 6.33 | m3 | |
| 51 | 39.03 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications E.RCC Grade M25\n(i) Using Concrete Mixer | 24.532 | m3 | |
| 52 | 39.04 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 1.74 | MT | |
| 53 | 39.05 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications iv. RCC Grade M25 a.Height upto 5m | 70.124 | m3 | |
| 54 | 39.06 | (a)Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications \n(a) Using (Fe-500) rebar | 6.505 | MT | |
| 55 | 39.07 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 80640 | cm3 | |
| 56 | 39.08 | Providing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification II. RCC Grade M 25 | 86.111 | m3 | |
| 57 | 39.09 | Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) With (Fe-500) rebar | 6.75 | MT | |
| 58 | 39.1 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 9.405 | Cum | |
| 59 | 39.11 | Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. | 54 | RM | |
| 60 | 39.12 | Providing and laying of a slab seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring | 11 | Rm | |
| 61 | 39.13 | Drainage Spouts complete as per drawing and Technical specification | 8 | each | |
| 62 | 39.14 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302\nI. Stone/Boulder | 104.72 | m3 | |
| 63 | 39.15 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 50.86 | m3 | |
| 64 | 39.16 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 86.4 | m3 | |
| 65 | 40 | Bridge of 21.00m span at Ch:5680 | |||
| 66 | 40.01 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. Ordinary soil (upto 3m depth) | 580.34 | m3 | |
| 67 | 40.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 10.18 | m3 | |
| 68 | 40.03 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications E.RCC Grade M25\n(i) Using Concrete Mixer | 60.945 | m3 | |
| 69 | 40.04 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 4.507 | MT | |
| 70 | 40.05 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications iv. RCC Grade M25 a.Height upto 5m | 100.103 | m3 | |
| 71 | 40.06 | (a)Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications \n(a) Using (Fe-500) rebar | 13.166 | MT | |
| 72 | 40.07 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 80640 | cm3 | |
| 73 | 40.08 | Providing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification II. RCC Grade M 25 | 97.71 | m3 | |
| 74 | 40.09 | Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) With (Fe-500) rebar | 8.799 | MT | |
| 75 | 40.1 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 9.075 | Cum | |
| 76 | 40.11 | Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. | 54 | RM | |
| 77 | 40.12 | Providing and laying of a slab seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring | 8.5 | Rm | |
| 78 | 40.13 | Drainage Spouts complete as per drawing and Technical specification | 10 | each | |
| 79 | 40.14 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302\nI. Stone/Boulder | 73.432 | m3 | |
| 80 | 40.15 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 54.86 | m3 | |
| 81 | 40.16 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 89.4 | m3 | |
| 82 | 41 | Maintenance for road work | |||
| 83 | 41.01 | 1st year | 5.68 | Km | |
| 84 | 41.02 | 2nd year | 5.68 | Km | |
| 85 | 41.03 | 3rd year | 5.68 | Km | |
| 86 | 41.04 | 4th year | 5.68 | Km | |
| 87 | 41.05 | 5th year | 5.68 | Km | |
| 88 | 42 | Maintenance for Bridge of 18.00m span at Ch:2400 | |||
| 89 | 42.01 | 1st year | 1 | No. | |
| 90 | 42.02 | 2nd year | 1 | No. | |
| 91 | 42.03 | 3rd year | 1 | No. | |
| 92 | 42.04 | 4th year | 1 | No. | |
| 93 | 42.05 | 5th year | 1 | No. | |
| 94 | 43 | Maintenance for Bridge of 21.00m span at Ch:5680 | |||
| 95 | 43.01 | 1st year | 1 | No. | |
| 96 | 43.02 | 2nd year | 1 | No. | |
| 97 | 43.03 | 3rd year | 1 | No. | |
| 98 | 43.04 | 4th year | 1 | No. | |
| 99 | 43.05 | 5th year | 1 | No. |
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