|
| 1 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. MORTH No. 111, 112, 501, 504, 900, 3004 |
| 2 | Road A |
| 3 | Road B Box Culvert |
| 4 | Road E |
| 5 | 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 |
| 6 | Road D |
| 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 401 ) - for grading- VMaterial |
| 8 | Road A 7m |
| 9 | Road D (16.88+22.50+1294.21) |
| 10 | 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. |
| 11 | Road D |
| 12 | 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 |
| 13 | Road A |
| 14 | Road B Box Culvert |
| 15 | Road D |
| 16 | Road E |
| 17 | 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 |
| 18 | Road A |
| 19 | Road B Box Culvert |
| 20 | Road D |
| 21 | Road E |
| 22 | 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 |
| 23 | Road A |
| 24 | Road B Box Culvert |
| 25 | Road D |
| 26 | Road E |
| 27 | 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 Patch work |
| 28 | Road A |
| 29 | Road D |
| 30 | 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 |
| 31 | Road A |
| 32 | Road B Box Culvert |
| 33 | Road D |
| 34 | Road E |
| 35 | 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 30 ) at percentage specified by JMF 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II as per MORTH Rev.V. No.111,112,505,900. |
| 36 | Road B Box Culvert |
| 37 | 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 30 ) at percentage specified by JMF 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II as per MORTH Rev.V. No.111,112,505,900. |
| 38 | Road A |
| 39 | Road D |
| 40 | Road E |
| 41 | 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 |
| 42 | Road A |
| 43 | Road B Box Culvert |
| 44 | Road D |
| 45 | Road E |
| 46 | 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 Bermsusing carted Earth with averange lead of 1km including compaction by power roller .MORTH No. 111, 112, 301, 305, 900 |
| 47 | Road D |
| 48 | Road E |
| 49 | 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 Box Culverts |
| 50 | Road A (204.54+285.42+131.17) |
| 51 | Road B Box culvert |
| 52 | 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. |
| 53 | Road B Drain |
| 54 | Road D (96.24+239.91) |
| 55 | 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. |
| 56 | Road BDrain |
| 57 | 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 |
| 58 | Road A |
| 59 | Road A |
| 60 | Road A |
| 61 | Road B Box culvert |
| 62 | Road D Box culvert |
| 63 | Road D Box culvert |
| 64 | 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. |
| 65 | Road BDrain |
| 66 | 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. |
| 67 | Road A |
| 68 | Road A |
| 69 | Road A |
| 70 | Road B Box culvert |
| 71 | Road D Box Culvert |
| 72 | Road D Box Culvert |
| 73 | 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. |
| 74 | Road A |
| 75 | Road A |
| 76 | Road A |
| 77 | Road B Box culvert |
| 78 | Road DBox Culvert |
| 79 | Road DBox Culvert |
| 80 | 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.. |
| 81 | Road A (3.855+1.353+3.658) |
| 82 | Road B Box culvert (4.062+8.562) |
| 83 | Road DBox Culvert 2.216+3.133 |
| 84 | Providing and laying Carted Earth with an average lead of 1.00 Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification |
| 85 | Road A |
| 86 | Road D Box Culvert (147+182) |
| 87 | Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900 |
| 88 | Road D(10+10) |
| 89 | Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906 |
| 90 | Road D (10+10) |
| 91 | 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. |
| 92 | Road D (292.05+259.60+455.92) for Retaining wall |
| 93 | 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. |
| 94 | Road D (26.55+23.60+41.45) |
| 95 | 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.. |
| 96 | Road D (193.41+171.92+301.94) |
| 97 | 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.. |
| 98 | Road D (182.38+162.11+284.62) |
| 99 | 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. |
| 100 | Road D (25.43+22.60+39.70) |
| 101 | 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. |
| 102 | Road D (80.50+71.50+125.50) |
| 103 | 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. |
| 104 | Road D (11.99 + 7.99 + 15.98) |
| 105 | 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. |
| 106 | Road B Box culvert |
| 107 | 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) |
| 108 | Road B Drain |
| 109 | Supplying and delivery of following sizesFRC 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. |
| 110 | Road B Drain |
| 111 | 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. |
| 112 | Road B Drain |
| 113 | Providing RCC M15 grade precast KM Stone of standard design as per IRC: 8 - 1980 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. |
| 114 | Road E |
| 115 | Providing RCC M15 grade precast HM Stone of standard design as per IRC: 26 - 1976 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. |
| 116 | Road E |
| 117 | Providing RCC M15 grade precast Boundary Stone of standard design as per IRC: 26 - 1976 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. |
| 118 | Road E |
| 119 | Supply and fixing of RCC Guide post of size 0.20 x 0.20 x 1.20m using vibrated RCC 1:2:4 mix using 20mm ISS HBG metal and fixing 0.50m below GL and side packing CC 1:3:6 using 40mm HBG metal including cost and conveyance of all materials to site, including moulding and fixing charges and all other incidental charges, etc., complete as directed by the Engineer. |
| 120 | Road E |
| 121 | Vibrated Reinforced Cement Concrete M25 Design mix, using 20mm & 12mm ISS HBG graded metal including cost of Cement including Cost and fabrication of steel, including centering and strutting charges, including labour charges for mixing, transporting, laying and curing of concrete, Centre Median of size 0.610m at bottom, 0.250m at middle, 0.150m at top and to height of 0.80m from the road level, rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire charges for tools and plants including erection and fixing 110mm dia PVC pipes fixing centre median in the road using crane and in accordance with the drawings appended here with and as directed by the departmental officer etc., complete for Centre Median (MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900). |
| 122 | Road C |
| 123 | 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 |
| 124 | Road C |
| 125 | Tack coat providing and applying tack coat with bitumen emulsion(RS -I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumeous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification Over Cement surface MORTH No.111,112,501,503,900 |
| 126 | Road D |
| 127 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 128 | Basic cost of value put to tender as per estimate |
| 129 | Add GST at 18% |
| 130 | Total Value put to Tender |
| 131 | Quoted value |
| 132 | Final Quoted Value |
| 133 | Add GST at 18% of Final Quoted Value |
| 134 | Total Value of Contract Including 18% of GST |
| 135 | Basic cost of value put to tender as per Estimate |
| 136 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
