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| 1 | Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification. Box cutting for widening portion. Morth No. 111, 112, 301, 305, 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- VMaterial. 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- III Material. 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 | Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surfaceusing manual labourto 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. 111,112,501,505,900 For Patches |
| 20 | Road A |
| 21 | Road B |
| 22 | 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 |
| 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 I. MORTH No. 111, 112, 501, 505, 900 |
| 26 | Road A |
| 27 | Road B |
| 28 | 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. MORTH No. 111, 112, 501, 505, 900 |
| 29 | Road A |
| 30 | Road B |
| 31 | 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 |
| 32 | Road A |
| 33 | Road B |
| 34 | Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification. for Berms using cartedearth with an average lead of 1 Kmincluding Compaction by power roller.MORTH No. 111, 112, 301, 305, 900 |
| 35 | Road A |
| 36 | Road B |
| 37 | 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 of Abutments and Piers. |
| 38 | Road ABox Culvert |
| 39 | Road A (349.35 + 349.35 + 349.35) |
| 40 | Road B |
| 41 | Plain Cement Concrete of grade M15 (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 Box Culvert |
| 42 | Road A Box Culvert |
| 43 | Road A (17.14 + 17.14 + 17.14) |
| 44 | Road B |
| 45 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard 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 Box culvert. |
| 46 | Road A Box Culvert |
| 47 | Road A (81.70 + 81.70 + 81.70) |
| 48 | Road B |
| 49 | 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 and Parapet. |
| 50 | Road A Box Culvert |
| 51 | Road A (61.50 + 61.50 + 61.50) |
| 52 | Road B |
| 53 | Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule 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 drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. |
| 54 | Road A (4.797+5.552+5.552+5.552+11.416) |
| 55 | Road B (5.552+10.38+9.51) |
| 56 | 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.. |
| 57 | Road A Drain |
| 58 | Road B Drain (495.00+453.67) |
| 59 | Plain Cement Concrete of grade M10 (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 Drain. |
| 60 | Road A Drain & Retaining wall (39.60 + 30.02) |
| 61 | Road B (36.00+32.99) Drain |
| 62 | Vibrated Reinforced cement concrete of grade M20 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. |
| 63 | Road A Drain |
| 64 | Road B Drain (200.96+182.30) |
| 65 | Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25 x 10mm for outer frames, 25 x 6mm for inner braces and PVC pipe150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position (At 5m interval) |
| 66 | Road A Drain |
| 67 | Road B Drain (40.00+37.00) |
| 68 | Supplying and delivery of following sizes FRC manhole Cover to stores on as per IS 12592:2002 to its latest revision with reinforcement details of frame 600mm dia FRC manhole frame to suit 600mm clear opeaning manhole cover. |
| 69 | Road A Drain |
| 70 | Road B Drain (20.00 +18.00) |
| 71 | Supplying and delivery of following sizesFRC manhole Frame to stores on as per IS 12592:2002 to its latest revision with reinforcement details of covers 600mm dia FRC manhole frame to suit 600mm clear opeaning manhole cover. |
| 72 | Road A Drain |
| 73 | Road B Drain (20.00+18.00) |
| 74 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and liftsas per SS20Bincludingcost of all labour materials, tools, equipments and allincidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation as per MORTH Rev.V. No.305,407. |
| 75 | Road A Retaining wall |
| 76 | 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 Below Sill Level.. |
| 77 | Road A Retaining wall |
| 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 Above Sill Level.. |
| 79 | Road A Retaining wall |
| 80 | Filling behind retaining wall and Wings with clean gritty gravel 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 forBACK FILLING THE RETAINING WALL. |
| 81 | Road A Retaining wall |
| 82 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE RETAINING WALL. |
| 83 | Road A Retaining wall |
| 84 | Supplying and fixing 20mm thick Bitumen Pad 20mm expansion gap provided in between Retaining wall as shown in the drawing including cost and conveyance expansion joints etc., complete |
| 85 | Road A Retaining wall |
| 86 | Vibrated Cement Concrete M20 (Nominal Mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as perstandard specifications forpile cap areaas per MORTH Rev.V. No.1000,1500,1700,2100. |
| 87 | Road A Median Kerb |
| 88 | Road B Median Kerb |
| 89 | Painting the existing Center median with one coats of best approved first quality and colour or synthertic enemal paint including coast of paint, labour and other materials like brushes, putty, soap and also scaffolding charges etc., compleying with standard specification and as directed by the departmental officer for Median Kerb. |
| 90 | Road A Median Kerb |
| 91 | Road B Median Kerb |
| 92 | Providing and laying Tack Coat over Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to an other 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 |
| 93 | Road A |
| 94 | Road B |
| 95 | Re Filling using excavated earth laying,handling charges and filling in layers,tamping under optimum moisture content to getthe maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Retaining wall (Filling charges only) |
| 96 | Road A |
| 97 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 98 | Basic cost of value put to tender as per estimate |
| 99 | Add GST at 18% |
| 100 | Total Value put to Tender |
| 101 | Quoted value |
| 102 | Final Quoted Value |
| 103 | Add GST at 18% of Final Quoted Value |
| 104 | Total Value of Contract Including 18% of GST |
| 105 | Basic cost of value put to tender as per Estimate |
| 106 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
