Highways Department-HD has published Tender For Road Safety Works (Cridp). Submission Date for this Tender is 19-02-2024. Road Work Tenders in pollachi Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification for box cutting (Morth No.111, 112, 401, 900) |
| 2 | Road A |
| 3 | Road B |
| 4 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 401of MORTH Specification- for grading- V Material (Morth No. 111, 112, 401, 900) |
| 5 | Road A |
| 6 | Road B |
| 7 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 401of MORTH Specification- for grading- IIIMaterial (Morth No. 111, 112, 401, 900) |
| 8 | Road A |
| 9 | Road B |
| 10 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.(Morth No. 111, 112, 406, 900) |
| 11 | Road A |
| 12 | Road B |
| 13 | Prime coat Providing and applying primer coat with bitumen emulsion(SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM(Morth No. 111, 112, 501, 502, 900) |
| 14 | Road A |
| 15 | Road B |
| 16 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer(Morth No. 111, 112, 501, 503, 900) |
| 17 | Road A |
| 18 | Road B |
| 19 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces(Morth No. 111, 112, 501, 503, 900) |
| 20 | Road A |
| 21 | Road B |
| 22 | Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7). (Morth No. 111, 112, 501, 504, 900) |
| 23 | Road A |
| 24 | Road B |
| 25 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II 50mm thick (Morth No. 111, 112, 501, 505, 900 |
| 26 | Road A |
| 27 | Road B |
| 28 | Bituminous Concrete (Table500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II (Morth No. 111, 112, 501, 507,900) |
| 29 | Road A |
| 30 | Road B |
| 31 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification ffor making up of berms using box cut earth. (Morth No. 111, 112, 304) |
| 32 | Road A |
| 33 | Road B |
| 34 | SUB ESTIMATE |
| 35 | Box culvert |
| 36 | Dismantling clearing away and carefully stacking the materials useful for reuse for any thickness ofstone masonry walls in cement mortar under 3m high as directedby the departmental officers and complying withstandard specification. (Morth No. 111, 112, 202) |
| 37 | Road A |
| 38 | Road B |
| 39 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. (Morth No. 111, 112, 304) |
| 40 | Road A |
| 41 | Road B |
| 42 | Vibrated cement concrete 1:2:4 (Nominal Mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW for Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 43 | Road A |
| 44 | Road B |
| 45 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 46 | Road A |
| 47 | Road B |
| 48 | Vibrated cement concrete 1:2:4 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Parapet (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 49 | Road A |
| 50 | Road B |
| 51 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, 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 for for Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900) |
| 52 | Road A |
| 53 | Road B |
| 54 | Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and 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 standard specification (Morth NO. 1000, 1500, 1600, 900) |
| 55 | Road A |
| 56 | Road B |
| 57 | Vibrated Reinforced Cement concrete M30 mix (Design Mix) using 20MM & below IRC HBG graded hard granite broken metel including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Deck Slab (Morth No.111, 112, 1000, 1500, 1600, 1700, 2702, 900) |
| 58 | Road A |
| 59 | Road B |
| 60 | Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyanceof all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings |
| 61 | Road B |
| 62 | Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete |
| 63 | Road B |
| 64 | Center Median |
| 65 | Providing VRCC (M20 mix) using 20mm ISS HBGMetal Center median of Size 0.610m at bottom 0.300m at middle0.150m at top and height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both sides and chambered edged at top including cost of steel reinforcement as per the bar bending rendering smoothness over the CC surfaces with 10kg of cement for 10sqm area and painting two coats over the cc surfaces with best approved quality of synthetic enamel paint including primer etc,. includingall labours charges, hire and fuel charges for the tools and palnts employed and asper the drawings appended here with and as directred by the departmental officers etc,. complete. |
| 66 | Road B |
| 67 | Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respecively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid , foundation concrete laid manually, all complete as per clause 408. |
| 68 | Road A |
| 69 | Road B |
| 70 | FillingEarth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures, spread, greaded and compacted as per CL:407 of MORTH Using Box Cutting earth. |
| 71 | Road A |
| 72 | Road B |
| 73 | Retaining wall |
| 74 | Earth work excavation in all classes of soils, such as hard stiff clay, stiff black cotton, hard red earth, shale’s, murram, gravel, stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds, wherever necessary etc., complete as per standard specification for foundation of Retaining wall. (Morth No. 111, 112, 304) |
| 75 | Road B |
| 76 | Vibrated cement concrete 1:2:4 (Nominal Mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW for Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 77 | Road B |
| 78 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for retaining wall (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 79 | Road B |
| 80 | Vibrated cement concrete 1:2:4 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Parapet (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 81 | Road B |
| 82 | Filling behind Retaining wall with Carted Earth including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. -1 Cum (Morth No. 111, 112, 304, 900) |
| 83 | Road B |
| 84 | Drain |
| 85 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain. (Morth No. 111, 112, 304) |
| 86 | Road B |
| 87 | Filling with stone dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course. (Morth No. 111, 112, 304, 900) |
| 88 | Road B |
| 89 | Vibrated cement concrete 1:2:4 (Nominal Mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 90 | Road B |
| 91 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, 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 for Drain. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900) |
| 92 | Road B |
| 93 | Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and 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 standard specification (Morth NO. 1000, 1500, 1600, 900) |
| 94 | Road B |
| 95 | Providing and fixing 160mm dia PVCPIPES of required length for Side Wall including grating arrangements including cost and conveyance of all materials to worksite, ,and labour charges for fixing etc., complete to drain the backfill as per standard specification. (Morth No. 2706, 900) |
| 96 | Road B |
| 97 | Supplyingand fixing of Reinforced Cement Concrete Man hole cover 750 mm x 750mm with frames as per IRC 50- 1979 as directed by the Departmental officers including labour chargesfor fixing at every intervals of 10 m along the drain including all other incidental charges etc., complete . |
| 98 | Road B |
| 99 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 100 | Basic cost of value put to tender as per estimate |
| 101 | Add GST at 18% |
| 102 | Total Value put to Tender |
| 103 | Differnce Amount (Excess/less) |
| 104 | Quoted Amount (Basic Rate Only) |
| 105 | Add GST at 18% of Quoted Amount |
| 106 | Total Value of Quoted Amount including 18% of GST |
| 107 | Basic cost of value put to tender as per Estimate |
| 108 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
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