Tender For Strengthening And Interlocking Paver Block Pavement At Water Logging Low Laying Swamp Portion On Government Roads In Gudalur (H) C&M, Sub Division (Cbe - 038)Road A: Strengthening At Km 133/4-134/4 Of Calicut Vythiri Gudalur Road (01-Cridp-25-2
Tender Overview
Project Description
Strengthening and Interlocking Paver block pavement at water logging low laying swamp portion on Government roads in Gudalur (H) C&M, Sub Division (CBE - 038)Road A: Strengthening at km 133/4-134/4 of Calicut Vythiri Gudalur road (01-CRIDP-25-26-S-0223)Road B: Strengthening at Km 104/8-105/4,107/4-107/8 & 108/6-108/8 of Calicut - Nilambur - Gudalur Road including Interlocking Paver block Pavement at Water Logging low laying swamp portion(01-CRIDP-25-26-S-0225)
BOQ
| Sl. No. | Item Description |
| 1 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consistofconstructioninasinglecourse base/bindercourse confirming to the specfication on a previously prepared base, (using Mini HotMixPlantandPower Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)(Morth No. 111, 112, 501, 504, 900, 3004) |
| 2 | Road A |
| 3 | Road B |
| 4 | Providing and laying Tack Coat over Existing BT surface using 2 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 perClause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900) |
| 5 | Road A |
| 6 | Road B |
| 7 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG40 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 20-30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 - Grading II (Table 500-7). (Morth No. 111, 112, 504, 900) |
| 8 | Road A |
| 9 | Road B |
| 10 | Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 - Grading II(Morth No. 111, 112, 501, 507,900) |
| 11 | Road A |
| 12 | Road B |
| 13 | 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 charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. Boxingfor Paver block (Morth No. 111, 112, 301, 305, 900) |
| 14 | Road B |
| 15 | 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 soil compactor to achieve the desired density, complete as per clause 401- for Grading - III Material (Morth No. 111, 112, 401, 900) |
| 16 | Road B |
| 17 | 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 soil compactor to achieve the desired density, complete as per clause 401- for Grading - V Material (Morth No. 111, 112, 401, 900) |
| 18 | Road B |
| 19 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5(Morth No. 111, 112, 406, 900) |
| 20 | Road B |
| 21 | Vibrated Cement Concrete M20 Nominal mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting vibrator charges and all other incidental charges etc., for KERB WALL(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 22 | Road B |
| 23 | Supplying and laying of TAMIN Paver Block of size 80mm thick (Supply at site) over a base of crushed stone filling including cost and conveyance of all materials to worksite, including all labour charges for laying, compacting including hire and fuel charges for all tools and plants employed for this work and all other incidental charges etc., complete as per standard specification. |
| 24 | Road B |
| 25 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 26 | Basic cost of value put to tender as per estimate |
| 27 | Add GST at 18% |
| 28 | Total Value put to Tender |
| 29 | Differnce Amount (Excess/less) |
| 30 | Quoted Amount (Basic Rate Only) |
| 31 | Add GST at 18% of Quoted Amount |
| 32 | Total Value of Quoted Amount including 18% of GST |
| 33 | Basic cost of value put to tender as per Estimate |
| 34 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
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Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
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Technical bids will be opened and evaluated.
CompletedTender Documents
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