|
| 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 E |
| 3 | 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 |
| 4 | Road A |
| 5 | 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 |
| 6 | Road A (22.50+22.50+22.50+22.50+22.50+22.50+22.50+25.31+779.19) |
| 7 | Road D |
| 8 | 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 |
| 9 | Road A |
| 10 | Road B Box culvert |
| 11 | Road E |
| 12 | Road D |
| 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 Box culvert |
| 16 | Road E |
| 17 | Road D |
| 18 | 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 |
| 19 | Road A |
| 20 | Road B Box culvert |
| 21 | Road E |
| 22 | Road D |
| 23 | 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 |
| 24 | Road A |
| 25 | 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 |
| 26 | Road A |
| 27 | Road B Box culvert |
| 28 | Road E |
| 29 | Road D |
| 30 | Providing and laying Tack Coat over Dry Lean 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 |
| 31 | Road A |
| 32 | 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 |
| 33 | Road A |
| 34 | Road B |
| 35 | Bituminous Macadam Providing and laying bituminous macadam with 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 |
| 36 | Road A |
| 37 | Road E |
| 38 | Road D |
| 39 | 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-30) 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 |
| 40 | Road A |
| 41 | Road B |
| 42 | Road E |
| 43 | Road D |
| 44 | 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 including Compaction by power roller.MORTH No. 111, 112, 301, 305, 900 |
| 45 | Road A |
| 46 | Road D |
| 47 | Road E |
| 48 | 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. Refilling Behind retaining walls using suitable earth MORTH No. 111, 112, 301, 305, 900 |
| 49 | Road A RCC Retaining wall (277.20+428.40+356.95+236.89+259.60) |
| 50 | 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. |
| 51 | Road A Box Culvert (87.96+87.96+87.96+87.96+87.96+87.96+87.96+121.08) |
| 52 | Road B Box Culvert |
| 53 | Road C |
| 54 | Road D |
| 55 | 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 and Wing wall. |
| 56 | Road A Box culvert (6.18+6.18+6.18+6.18+6.18+6.18+6.18+8.94) |
| 57 | Road B |
| 58 | Road C (22.62+3.70) |
| 59 | Road D |
| 60 | 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 and Retaining wall. |
| 61 | Road A Box culvert (19.89+19.89+19.89+19.89+19.89+19.89+19.89+33.73) |
| 62 | Road A Retaining wall (201.31+311.10) |
| 63 | Road B |
| 64 | Road C (Box Culvert) |
| 65 | Road C (Drain) |
| 66 | Road D |
| 67 | 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. |
| 68 | Road A Box culvert (25.54+25.54+25.54+25.54+25.54+25.54+25.54+25.54) |
| 69 | Road B Box culvert |
| 70 | Road D |
| 71 | Road C |
| 72 | 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. |
| 73 | Road A Box Culvert, Drain and RCC Retaining wall (1.871+1.871+1.871+1.871+1.871+1.871+1.871+3.252+8.406+14.365+9.30) |
| 74 | Road B Box Culvert (2.402+7.784+7.784+5.915) |
| 75 | Road C (2.560+2.335+2.339) |
| 76 | Road D |
| 77 | Providing and laying Diversion road using 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 |
| 78 | Road A Box Culvert (182+182+182+182+182+182+182+199.50) |
| 79 | 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 |
| 80 | Road A Box Culvert (10+10+10+10+10+10+10+10) |
| 81 | Road D |
| 82 | 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 |
| 83 | Road A Box Culvert (10+10+10+10+10+10+10+10) |
| 84 | Road D |
| 85 | 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. |
| 86 | Road C (Catch Pit) |
| 87 | Plain Cement Concrete M10 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for LEVELLING COURSE . MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900 |
| 88 | Road A Drain |
| 89 | Road A Retaining Wall (32.45+23.60+21.54) |
| 90 | Road B Drain (27+27+20.52) |
| 91 | Road C Drain |
| 92 | 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.. |
| 93 | Road A Retaining Wall (236.40+171.92+156.88) |
| 94 | 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.. |
| 95 | Road A Retaining Wall (222.90+162.11+147.84) |
| 96 | Filling behind Retaining Wall with carted earth with 1 Km lead to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering to obtain the 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. MORTH No. 111, 112, 2900 |
| 97 | Road A RCC & PCC Retaining Wall (239.56+370.23+45.10+29.93+32.80) |
| 98 | 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. |
| 99 | Road A RCC & PCC Retaining Wall (86.40+134.40+212.55+154.05+138.45) |
| 100 | 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 |
| 101 | Road A Retaining Wall (15.98+11.99+3.995) |
| 102 | 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. |
| 103 | Road E |
| 104 | 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. |
| 105 | Road E |
| 106 | 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. |
| 107 | Road E |
| 108 | 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. |
| 109 | Road E |
| 110 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 for foundation of Retaining wall. MORTH No. 111, 112, 304 |
| 111 | Road A RCC & PCC Retaining Wall (428.40+277.20+356.95+236.89+259.60) |
| 112 | Road C |
| 113 | Filling with Quarry fines 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 buildup to the bottom level inclusive all other incident charges etc., complete below levelling course for silting Well and collection Well |
| 114 | Road C |
| 115 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 for foundation of Drain. MORTH No. 111, 112, 304 |
| 116 | Road A Drain |
| 117 | Road B Drain(371.25+371.25+282.15) |
| 118 | Road C |
| 119 | Vibrated Reinforced cement concrete of grade M20mm (Nominal 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. |
| 120 | Road A (Drain) |
| 121 | Road B Drain (148.81+148.810+113.11) |
| 122 | Road C |
| 123 | Supply and delivery of following sizes of FRC Manhole Frame to stores on as per IS 12592:2002 to its latest version with reinforcement details of covers 600mm dia FRC manhole cover to suit 600mm clear opening FRC Cover |
| 124 | Road A Drain |
| 125 | Road B (14+14+10) |
| 126 | Road C |
| 127 | Supply and delivery of following sizes of FRC Manhole covers to stores on as per IS 12592:2002 to its latest version with reinforcement details of frames 600mm dia FRC manhole frames to suit 600mm clear opening Manhole Frame |
| 128 | Road A Drain |
| 129 | Road B Drain (14+14+10) |
| 130 | Road C |
| 131 | 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 |
| 132 | Road C |
| 133 | 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 |
| 134 | Road C |
| 135 | Vibrated Cement Concrete of grade M30 (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 Culvert Approachs. |
| 136 | Road C |
| 137 | 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) |
| 138 | Road A Drain |
| 139 | Road B Drain (29+29+26) |
| 140 | Road C |
| 141 | Plain Cement ConcreteM-10, Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE BELOW FOUNDATION OFRETAINING WALL |
| 142 | Road A RCC Retaining Wall (19.80+30.60) |
| 143 | VibratedCement Concrete of grade M20 Nominal Mixusing40mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications for Broken Parapets |
| 144 | Road A RCC Retaining Wall (9.90+15.30) |
| 145 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 146 | Basic cost of value put to tender as per estimate |
| 147 | Add GST at 18% |
| 148 | Total Value put to Tender |
| 149 | Quoted value |
| 150 | Final Quoted Value |
| 151 | Add GST at 18% of Final Quoted Value |
| 152 | Total Value of Contract Including 18% of GST |
| 153 | Basic cost of value put to tender as per Estimate |
| 154 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
