Public Works Roads Department has published Reconstruction Of Sopd(Fdr) Malow Khat Koibotra Gaon (Ch. 400.00 M To Ch. 900.00 M) (L=500.00 M). Reconstruction Of Damaged Culvert No. 3/1. Boulder Pitching With Apron, Repairs To Damaged Surface By Providing Icbp ) For 2019-20 Under Jorhat Rural Road Di. Submission Date for this Tender is 04-01-2020. Culvert Tenders in Jorhat Assam. Bidders can get complete Tender details and download the document.
| Name of Work: Reconstruction of SOPD(FDR) Malow Khat Koibotra Gaon (Ch. 400.00 m to Ch. 900.00 m) (L=500.00 m). Reconstruction of damaged Culvert No. 3/1. Boulder Pitching with apron, repairs to damaged surface by providing ICBP ) for 2019-20 under Jorhat Rural Road Division . | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 1000 m as per Technical Specification Clause 301.5 | 1193.08 | Cum | |
| 2 | 2 | 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.\n (I) Private Land | 105.3 | Cum | |
| 3 | 3 | 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.\nFor Grading II Material | 101.25 | Cum | |
| 4 | 4 | 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 3 as per Technical Specification Clause 405.\nUsing stone screening. WBM Grading 3 | 95.625 | Cum | |
| 5 | 5 | Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 (iv) Rates are inclusive of CC Edge Block. | 2062.5 | Sqm | |
| 6 | 6 | Protection work for Br: \nProviding and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications clause 1302. | 36 | Cum | |
| 7 | 7 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification clause 1302. | 90 | Cum | |
| 8 | 8 | Providing and laying of boulder apron laid in wire crates\nwith 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. | 69 | Cum | |
| 9 | 9 | RCC Slab : \nDismantling of Structures (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 lift and lead of 1000 metres)\n(ii) By mechanical Means (A) Cement Concrete. | 21.675 | Cum | |
| 10 | 10 | Removing all types of hume pipes | 30 | Rm | |
| 11 | 11 | Earth work in excavation for structures as per drawing and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling with approved material. Ordinary soil : a) Upto 3 m depth. | 486.1 | Cum | |
| 12 | 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (i) P.C.C grade M 10, Nominal mix 1:3:6. | 47.241 | Cum | |
| 13 | 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (i) R.C.C grade M 25. | 186.606 | Cum | |
| 14 | 14 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.546 | MT | |
| 15 | 15 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification clause 802,804,805,806,807,1202 and 1204.\n(iv) RCC Grade M25 (I) Height upto 5m | 116.2 | Cum | |
| 16 | 16 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.326 | MT | |
| 17 | 17 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (ii) R.C.C grade M 25 a) Height upto 5M | 73.915 | Cum | |
| 18 | 18 | 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 | 28 | Each | |
| 19 | 19 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. \n(ii) Sandy material | 131.25 | Cum | |
| 20 | 20 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 5.675 | Cum | |
| 21 | 21 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 6.652 | Cum | |
| 22 | 22 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | 37.3 | Rm | |
| 23 | 23 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 6 | Each | |
| 24 | 24 | Providing and laying of an elastomeric slab seal expansion joint compleate as per approved drawing and approved specification to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructuion for instalation and as per technical specification clause 1207.2.5 | 15 | Rm | |
| 25 | 25 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. | 14 | Rm |
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