National Agriculture Bank Of Rural Development has published Tender For Upgradation Of Km 9/4 Of Suramangalam - Omalur Road To Jadaimariamman Kovil (Via) Mallagoundanur Road Km 0/0-2/210.. Submission Date for this Tender is 25-01-2023. Road Work Tenders in salem Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-Jan-2023 | Change in No of Works | Other | 25-01-2023 |
| 2 | 23-Jan-2023 | Correction regarding Plant Certificate | Technical Bid | 25-01-2023 |
| Sl. No. | Item Description |
| 1 | Clearing and grubbing by Cutting Light jungle removingand disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete as per clause 111, 112, 201 of MORT&H Specification (Fifth Revision). |
| 2 | Earthwork Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including Cost of all labour, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructins, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as per clause 111, 112 & 201 of MORTH Specification (V Revision) for Boxing including conveyance of cut earth away from the site with average lead. |
| 3 | Picking the existing BT surface upto 50mm thick depth etc. complete as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per as per clause 111, 112, 202, 203, 303, 403 & 501 of MORT&H Specification (Fifth Revision). |
| 4 | Construction of Granular Sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification for grading-V Material. |
| 5 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thickness specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 406 & 900 of MORTH Rev-5. |
| 6 | Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 502 & 900 of MORTH Rev-5. |
| 7 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5. |
| 8 | Providing and laying Tack Coat over Dry leancement concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5. |
| 9 | Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Rev-5. |
| 10 | Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36mm and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 507 & 900 of MORTH Rev-5. |
| 11 | Providing and laying earth for making up berms using Carted earth with a lead of 5 Km including Labour charges for spreading, hire and fuel charges for all T & P employed etc., complete as directed by the departmental officers as per clause 111, 112, 202, 301, 302, 303, 305 & 900 of MORT&H Specification (Fifth Revision). |
| 12 | Providing RCC M15 grade precast KM stone of standard design as per IRC 8 -1980 and fixing in position including painting and printing etc., complete (as per MORTH & H specification no 804). |
| 13 | Providing RCC M15 grade precast HM stone of standard design as per IRC 26 -1967 and fixing in position including painting and printing etc., complete (as per MORTH & H specification no 804). |
| 14 | Dismantling the existing RR Masonry in Cement Mortar in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per clause 111, 112 & 202 of MORT&H specification (Fifth Revision) FOR BOX CULVERT. |
| 15 | i) Reconstruction of Box Culvert at Km 0/4. |
| 16 | Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as per clause 111, 112 & 304 of MORT&H V Revision for FOUNDATION OF BOX CULVERT AND PROTECTIVE WORKS. |
| 17 | i) Reconstruction of Box Culvert at Km 0/4. |
| 18 | ii) Construction of Protective works at Km 0/10, 1/2, 1/6, 1/8 & 1/10. |
| 19 | Plain Cement concrete grade M15 Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for LEVELING COURSE UNDER THE BASE SLAB OF BOX CULVERT. |
| 20 | i) Reconstruction of Box Culvert at Km 0/4. |
| 21 | Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BASE SLAB, SIDE AND TOP SLAB OF BOX CULVERT. |
| 22 | i) Reconstruction of Box Culvert at Km 0/4. |
| 23 | Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for FOOTING OF PROTECTIVE WORKS AND ADJACENT TO BOX CULVERT. (BELOW SILL). |
| 24 | i) Reconstruction of Box Culvert at Km 0/4. |
| 25 | ii) Construction of Protective works at Km 0/10, 1/2, 1/6, 1/8 & 1/10. |
| 26 | Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF PROTECTIVE WORKS AND ADJACENT TO BOX CULVERT. (BELOW SILL). |
| 27 | i) Reconstruction of Box Culvert at Km 0/4. |
| 28 | ii) Construction of Protective works at Km 0/10, 1/2, 1/6, 1/8 & 1/10. |
| 29 | Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF PROTECTIVE WORKS AND ADJACENT TO BOX CULVERT. (ABOVE SILL). |
| 30 | i) Reconstruction of Box Culvert at Km 0/4. |
| 31 | ii) Construction of Protective works at Km 0/10, 1/2, 1/6, 1/8 & 1/10. |
| 32 | Vibrated Cement Concrete M15 grade Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) FOR PARAPET OF BOX CULVERT AND PROTECTIVE WORKS. |
| 33 | i) Reconstruction of Box Culvert at Km 0/4. |
| 34 | ii) Construction of Protective works at Km 0/10, 1/2, 1/6, 1/8 & 1/10. |
| 35 | Supply and fabrication of Fe-500D grade Steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per section 1600 of MORT&H Specifications (Fifth Revision) for BOX CULVERT. |
| 36 | i) Reconstruction of Box Culvert at Km 0/4. |
| 37 | Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc., complete as per clause 2700 of MORT&H Specification (Fifth Revision) to drain of the backfill in between the PROTECTIVE WORKS. |
| 38 | ii) Construction of Protective works at Km 0/10, 1/2, 1/6, 1/8 & 1/10. |
| 39 | Refilling the excavated earth including conveyance of all materials to work site, including labour charges for filling in layers compacting by power roller under optimum moisture content to get maximum density of layers including all incidental charges etc, complete for forming embankment as per clause 305, 2907 of MORT&H Specification (Fifth Revision) FOR BOX CULVET AND PROTECTIVE WORKS. (Labour Charges only). |
| 40 | i) Reconstruction of Box Culvert at Km 0/4. |
| 41 | ii) Construction of Protective works at Km 0/10, 1/2, 1/6, 1/8 & 1/10. |
| 42 | Filling behind Retaining wall with Carted earth including cost and conveyance of earth to worksite, laying, handling charges and filling in layers including compacting with power roller to get the maximum density including watering and all other incidental charges etc, complete as per clause 305, 2907 of MORT&H Specification (Fifth Revision) for PROTECTIVE WORKS. |
| 43 | ii) Construction of Protective works at Km 0/10, 1/2, 1/6, 1/8 & 1/10. |
| 44 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 45 | Sub Total Amount for above all items (excluding GST) |
| 46 | GST 18% for above SubTotal Amount |
| 47 | Total in Figures (SubTotal + GST) |
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