Maharashtra Rural Road Development Association-MRRDA has published Construction Ofbridge At Km 26 870 Of Odr 21 Kondoli Koreli Perimili Yeramnar Michgunda Kodasepalli - Palehare Mandra Damrancha Road Taluka Aheri District Gadchiroli. Submission Date for this Tender is 07-07-2020. Bridge Work Tenders in Aheri Maharashtra. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 01-Jul-2020 | Critical Dates | Date | 07-07-2020 |
Name of Work: CONSTRUCTION OF BRIDGE AT KM 26+870 OF ODR - 21 KONDOLI - KORELI -PERIMILI - YERAMNAR - MICHGUNDA - KODASEPALLI - PALEHARE MANDRA - DAMRANCHA ROAD, TALUKA - AHERI, DISTRICT - GADCHIROLI. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. | 1392 | One Square Meter | |
2 | 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 249 | One Cubic Meter | |
3 | 3 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 | 174.3 | One Cubic Meter | |
4 | 4 | Construction of embankment with approved material obtained from borrow CBR value 5% and 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 1000 m as per technical Specification Clause 30.5 | 500.37 | One Cubic Meter | |
5 | 5 | 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per Technical Specification Clause 405. | 87 | One Cubic Meter | |
6 | 6 | 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. | 32.625 | One Cubic Meter | |
7 | 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 32.625 | One Cubic Meter | |
8 | 8 | 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 | 435 | One Square Meter | |
9 | 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) 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. | 435 | One Square Meter | |
10 | 10 | Providing laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 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, includinng mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | 435 | One Square Meter | |
11 | 11 | Providing and laying Seal Coat sealng the voids in a bituminous surface and to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510. Type A, B.By Mechanical Means Case-I-Tye-B, (i) VG-30 | 435 | One Square Meter | |
12 | 12 | 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. | 509.782 | One Cubic Meter | |
13 | 13 | 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. | 167.04 | One Cubic Meter | |
14 | 14 | Murum Filling - Granular sub-bas/base/surface course with local materials ( Table 400.13 ) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 67.898 | One Cubic Meter | |
15 | 15 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 -Stone/Boulder | 364.289 | One Cubic Meter | |
16 | 16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 611.017 | One Cubic Meter | |
17 | 17 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.674 | One Metric Tonne | |
18 | 18 | Providing weep holes 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 | Each | |
19 | 19 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 16.736 | One Cubic Meter | |
20 | 20 | Providing and laying 0.90meter thick metal mat consisting of rubble,over size metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layer sand hard murum including watering and compaction with power roller etc. complete. | 150.72 | One Square Meter | |
21 | 21 | Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 | 162.2 | One Running Meter | |
22 | 22 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5-KERB (RCC M30) | 10.353 | One Cubic Meter | |
23 | 23 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 80.998 | One Cubic Meter |
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