Tender For Tiruvannamalai Improvement Works , Construction Of Culvert And Retaining Wall Works Including Upkeeping In Chengam ( H ) C And M And Sub Division Jurisdiction
Tender Overview
Project Description
Improvement Works, Construction Of Culvert And Retaining Wall Works Including Upkeeping In Chengam ( H ) C&M Sub Division Jurisdictiona ) Improvements Of Chengam - Kuppanatham Road At Km 1 / 2 - 3 / 0 Including Upkeeping For A Period Of 60 Months ( 01-Cridp-19- 20-P-3586 ) B ) Improvements Of Chengam - Kuppanatham Road At Km 3 / 0 - 5 / 0 Including Upkeeping For A Period Of 60 Months ( 01-Cridp-19- 20-P-3587 ) C ) Improvements To Riding Quality At Km 0 / 0 - 2 / 6 Of Pondy - Krishnagiri Road To Paliyapattu Road Including Upkeeping For A Period Of 60 Months ( 01-Cridp-19-20-I-3969 ) D ) Improvements To Riding Quality At Km 0 / 0 - 4 / 8 Of Kayampattu Theethandapattu H / C Road ( Via ) Valayampattu Including Upkeeping For A Period Of 60 Months ( 01-Cridp-19-20-I-3994 ) E ) Improvements To Riding Quality At Km 0 / 0 - 1 / 6 & 0 / 0 - 1 / 4 Of Polur Chengam Road To Pudur Chengam Road, Joint Ammapalayam - Pudupalayam Road ( Road A ) Including Upkeeping For A Period Of 60 Months ( 01-Cridp-19-20-I-3995 ) F ) Construction Of Retaining Wall At Km 0 / 0 - 0 / 4 Of Polur - Chengam Road To Kolanthangal Road ( 01-Cridp-19-20-O-2093 ) G ) Construction Of Retaining Wall At Km 3 / 2 & 4 / 2 - 5 / 0 Of Polur - Chengam Road To Pondy Krishnagiri Road ( Via ) Chennasamudiram ( 01-Cridp-19-20-O-2094 ) H ) Reconstruction Of Rcc Slab Culvert At Km 140 / 8 Of Pondy Krishnagiri Road ( Nh 66 Abandoned Stretch ) ( Sh ) ( 01-Cridp-19-20-S-0169 ) I ) Reconstruction Of Pipe Culvert At Km 5 / 10 Of Chengam - Kuppanatham Road ( 01-Cridp-19-20-O-2063 ) J ) Reconstruction Of Rcc Slab Culvert At Km 0 / 2, 1 / 2, 1 / 4, 0 / 2 ( I ) ( Ii ) , 0 / 8, 0 / 10 Of Polur - Chengam Road To Pudur - Chengam Road Joint Ammapalayam Pudupalayam Road ( Road A ) ( 01-Cridp-19-20-O-2079 ) K ) Reconstruction Of Rcc Slab Culvert At Km 0 / 4, 0 / 10, 2 / 6 ( I ) , ( Ii ) Of Kayampattu Theethandapattu H / C Road ( Via ) Valayampattu ( 01-Cridp-19-20-O-2085 )
BOQ
| Name of work : Package 98 Improvement Works, Construction of Culvert and Retaining Wall Works including upkeeping in Chengam (H) C&M Sub Division JurisdictionA) Improvements of Chengam - Kuppanatham road at Km 1/2 - 3/0 including Upkeeping for a period of 60 months (01-CRIDP-19- 20-P-3586) B) Improvements of Chengam - Kuppanatham road at Km 3/0 - 5/0 including Upkeeping for a period of 60 months (01-CRIDP-19- 20-P-3587)C) Improvements to Riding quality at Km 0/0 - 2/6 of Pondy - Krishnagiri road to Paliyapattu road including Upkeeping for a period of 60 months (01-CRIDP-19-20-I-3969 ) D) Improvements to Riding quality at Km 0/0 - 4/8 of Kayampattu Theethandapattu H/C road (via) Valayampattu including Upkeeping for a period of 60 months (01-CRIDP-19-20-I-3994) E) Improvements to Riding quality at Km 0/0 - 1/6 & 0/0 - 1/4 of Polur Chengam road to Pudur Chengam road, joint Ammapalayam - Pudupalayam road (Road A) including Upkeeping for a period of 60 months (01-CRIDP-19-20-I-3995) F) Construction of Retaining wall at Km 0/0 - 0/4 of Polur - Chengam road to Kolanthangal road ( 01-CRIDP-19-20-O-2093) G) Construction of Retaining wall at Km 3/2 & 4/2 - 5/0 of Polur - Chengam road to Pondy Krishnagiri road (via) Chennasamudiram (01-CRIDP-19-20-O-2094) H) Reconstruction of RCC Slab Culvert at Km 140/8 of Pondy Krishnagiri Road (NH 66 Abandoned Stretch) (SH) (01-CRIDP-19-20-S-0169) I) Reconstruction of Pipe Culvert at Km 5/10 of Chengam - Kuppanatham road (01-CRIDP-19-20-O-2063) J) Reconstruction of RCC Slab Culvert at Km 0/2, 1/2, 1/4, 0/2(i) (ii), 0/8, 0/10 of Polur - Chengam road to Pudur - Chengam road joint Ammapalayam Pudupalayam road (Road A) (01-CRIDP-19-20-O-2079) K) Reconstruction of RCC Slab Culvert at Km 0/4, 0/10, 2/6(i), (ii) of Kayampattu Theethandapattu H/C road (via) Valayampattu (01-CRIDP-19-20-O-2085) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork Excavation including removal and satisfactory disposal of all materials 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 for box cutting for wideneing portion as per standard specification MORTH Rev.V No. 111,112,301,304 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | Road C | BI01010001010000000000000515BI0100001113 | 900 | Cubic Metre |
| 3 | 1.2 | Road D | 3000 | Cubic Metre | |
| 4 | 1.3 | Road E | 800 | Cubic Metre | |
| 5 | 2 | 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 Optimum Moisture Content in accordance with IS 2720 (part 8) 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) | |||
| 6 | 2.1 | Road A | 1733.85 | Cubic Metre | |
| 7 | 2.2 | Road B | 1270.5 | Cubic Metre | |
| 8 | 2.3 | Road C | 122.25 | Cubic Metre | |
| 9 | 2.4 | Road D | 123.19 | Cubic Metre | |
| 10 | 2.5 | Road E | 121.5 | Cubic Metre | |
| 11 | 2.6 | Road H | 50 | Cubic Metre | |
| 12 | 3 | 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) - over WMM/ WBM | |||
| 13 | 3.1 | Road A | 11559 | Square Metre | |
| 14 | 3.2 | Road B | 8470 | Square Metre | |
| 15 | 3.3 | Road C | 1222.5 | Square Metre | |
| 16 | 3.4 | Road D | 821.25 | Square Metre | |
| 17 | 3.5 | Road E | 1215 | Square Metre | |
| 18 | 3.6 | Road H | 200 | Square Metre | |
| 19 | 4 | 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 granular surface treated with primer as per clause 503 - over granular surfaces treated with primer | |||
| 20 | 4.1 | Road A | 11559 | Square Metre | |
| 21 | 4.2 | Road B | 8470 | Square Metre | |
| 22 | 4.3 | Road C | 1222.5 | Square Metre | |
| 23 | 4.4 | Road D | 821.25 | Square Metre | |
| 24 | 4.5 | Road E | 1215 | Square Metre | |
| 25 | 4.6 | Road H | 200 | Square Metre | |
| 26 | 5 | 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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces | |||
| 27 | 5.1 | Road B | 2530 | Square Metre | |
| 28 | 5.2 | Road C | 8880 | Square Metre | |
| 29 | 5.3 | Road D | 17200 | Square Metre | |
| 30 | 5.4 | Road E | 10093.8 | Square Metre | |
| 31 | 6 | Bituminous Macadam (Table - 500-10) - (Providing and laying 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 Finisher to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Clause 505 MORT&H Rev-V) - Grading II. | |||
| 32 | 6.1 | Road A | 577.95 | Cubic Metre | |
| 33 | 6.2 | Road B | 550 | Cubic Metre | |
| 34 | 6.3 | Road C | 100.88 | Cubic Metre | |
| 35 | 6.4 | Road D | 175.82 | Cubic Metre | |
| 36 | 6.5 | Road E | 110.95 | Cubic Metre | |
| 37 | 6.6 | Road H | 10 | Cubic Metre | |
| 38 | 7 | Bituminous Concrete (Table 500-17) 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 JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to 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. 507 complete in all respects) - Grading II | |||
| 39 | 7.1 | Road A | 346.77 | Cubic Metre | |
| 40 | 7.2 | Road B | 330 | Cubic Metre | |
| 41 | 7.3 | Road C | 303.08 | Cubic Metre | |
| 42 | 7.4 | Road D | 540.64 | Cubic Metre | |
| 43 | 7.5 | Road E | 339.26 | Cubic Metre | |
| 44 | 7.6 | Road H | 6 | Cubic Metre | |
| 45 | 8 | Forming and raising the Berms with carted earth with a lead of 5 km from the approved source to work site including cost of earth, conveyance charges and filling levelling to the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up the berms | |||
| 46 | 8.1 | Road A | 360 | Cubic Metre | |
| 47 | 8.2 | Road B | 280 | Cubic Metre | |
| 48 | 8.3 | Road C | 180 | Cubic Metre | |
| 49 | 8.4 | Road D | 960 | Cubic Metre | |
| 50 | 8.5 | Road E | 240 | Cubic Metre | |
| 51 | 9 | Vibrated Cement concrete M15, 1:2:4 mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour charges for formwork, laying, watering, compacting, vibration charges, curing and all other incidental charges etc., complete as per relevant standard specification for repairing the parapet and culvert portion. | |||
| 52 | 9.1 | Road C | 4.73 | Cubic Metre | |
| 53 | 9.2 | Road D | 1.36 | Cubic Metre | |
| 54 | 10 | 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. | |||
| 55 | 10.1 | Road A | 2 | Number | |
| 56 | 10.2 | Road B | 2 | Number | |
| 57 | 10.3 | Road C | 3 | Number | |
| 58 | 10.4 | Road D | 5 | Number | |
| 59 | 10.5 | Road E | 2 | Number | |
| 60 | 11 | 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. | |||
| 61 | 11.1 | Road A | 7 | Number | |
| 62 | 11.2 | Road B | 8 | Number | |
| 63 | 11.3 | Road C | 10 | Number | |
| 64 | 11.4 | Road D | 20 | Number | |
| 65 | 11.5 | Road E | 13 | Number | |
| 66 | 12 | 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. | |||
| 67 | 12.1 | Road A | 20 | Number | |
| 68 | 12.2 | Road C | 35 | Number | |
| 69 | 12.3 | Road D | 95 | Number | |
| 70 | 12.4 | Road E | 85 | Number | |
| 71 | 13 | Clearing the Light Jungles including weeding out shrubs, bushes, vegetables, growth etc., as per standard specifications and directions of Engineer incharge | |||
| 72 | 13.1 | Road A | 3240 | Square Metre | |
| 73 | 13.2 | Road B | 1710 | Square Metre | |
| 74 | 13.3 | Road C | 2340 | Square Metre | |
| 75 | 13.4 | Road D | 8640 | Square Metre | |
| 76 | 13.5 | Road E | 5400 | Square Metre | |
| 77 | 14 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 78 | 14.1 | Road A | 6 | Hours | |
| 79 | 14.2 | Road B | 6 | Hours | |
| 80 | 14.3 | Road C | 14 | Hours | |
| 81 | 14.4 | Road D | 28 | Hours | |
| 82 | 14.5 | Road E | 14 | Hours | |
| 83 | 15 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, etc., including cost of paint and labour charges, etc., and other incidental charges and directed by the Engineer. | |||
| 84 | 15.1 | Road A | 37.64 | Square Metre | |
| 85 | 15.2 | Road B | 18.92 | Square Metre | |
| 86 | 15.3 | Road C | 51.3 | Square Metre | |
| 87 | 15.4 | Road D | 90.96 | Square Metre | |
| 88 | 15.5 | Road E | 73.57 | Square Metre | |
| 89 | 16 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 90 | 16.1 | Road A | 18.09 | Square Metre | |
| 91 | 16.2 | Road B | 26.91 | Square Metre | |
| 92 | 16.3 | Road C | 26.91 | Square Metre | |
| 93 | 16.4 | Road D | 26.91 | Square Metre | |
| 94 | 16.5 | Road E | 26.91 | Square Metre | |
| 95 | 17 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 96 | 17.1 | Road A | 50.81 | Square Metre | |
| 97 | 17.2 | Road B | 28.8 | Square Metre | |
| 98 | 17.3 | Road C | 115.05 | Square Metre | |
| 99 | 17.4 | Road D | 84 | Square Metre | |
| 100 | 17.5 | Road E | 115.05 | Square Metre | |
| 101 | 18 | White banding with White cem with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 102 | 18.1 | Road A | 125.35 | Square Metre | |
| 103 | 18.2 | Road B | 261.75 | Square Metre | |
| 104 | 18.3 | Road C | 99.95 | Square Metre | |
| 105 | 18.4 | Road D | 15.62 | Square Metre | |
| 106 | 18.5 | Road E | 101.95 | Square Metre | |
| 107 | 19 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 108 | 19.1 | Road A | 62.68 | Square Metre | |
| 109 | 19.2 | Road B | 130.88 | Square Metre | |
| 110 | 19.3 | Road C | 49.98 | Square Metre | |
| 111 | 19.4 | Road D | 6.16 | Square Metre | |
| 112 | 19.5 | Road E | 49.98 | Square Metre | |
| 113 | 20 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 5 to 10 cm. | |||
| 114 | 20.1 | Road A | 475 | Numbers | |
| 115 | 20.2 | Road B | 729 | Numbers | |
| 116 | 20.3 | Road C | 782 | Numbers | |
| 117 | 20.4 | Road D | 1450 | Numbers | |
| 118 | 20.5 | Road E | 782 | Numbers | |
| 119 | 21 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 10 to 15 cm. | |||
| 120 | 21.1 | Road A | 10 | Numbers | |
| 121 | 21.2 | Road B | 10 | Numbers | |
| 122 | 21.3 | Road C | 10 | Numbers | |
| 123 | 21.4 | Road D | 20 | Numbers | |
| 124 | 21.5 | Road E | 10 | Numbers | |
| 125 | 22 | Boxing of Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for foundation of drain. | |||
| 126 | 22.1 | Road F | 770 | Cubic Metre | |
| 127 | 22.2 | Road G | 1078 | Cubic Metre | |
| 128 | 23 | Filling the Stone dust to the required thickness from approved sources to worksite including cost, conveyance and stacking at sites to departmental gauge for premeasurement and labour for laying levelling watering etc., complete for foundation. | |||
| 129 | 23.1 | Road F | 77 | Cubic Metre | |
| 130 | 23.2 | Road G | 107.8 | Cubic Metre | |
| 131 | 24 | Vibarated Cement Concrete of grade M10 Nominal Mix 1:3:6 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for FOOTINGS- of retaining wall. | |||
| 132 | 24.1 | Road F | 231 | Cubic Metre | |
| 133 | 24.2 | Road G | 323.4 | Cubic Metre | |
| 134 | 25 | Earth work excavation in all classes of soils such as 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 excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of abutment and wings. | |||
| 135 | 25.1 | Road H | 292.61 | Cubic Metre | |
| 136 | 25.2 | Road I | 73.85 | Cubic Metre | |
| 137 | 25.3 | Road J | 651.84 | Cubic Metre | |
| 138 | 25.4 | Road K | 372.48 | Cubic Metre | |
| 139 | 26 | Vibrated Plain Cement Concrete M.15. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for footings of abutment and wings - below sill level | |||
| 140 | 26.1 | Road F | 357.7 | Cubic Metre | |
| 141 | 26.2 | Road G | 500.78 | Cubic Metre | |
| 142 | 26.3 | Road H | 210.23 | Cubic Metre | |
| 143 | 26.4 | Road I | 20.12 | Cubic Metre | |
| 144 | 26.5 | Road J | 493.64 | Cubic Metre | |
| 145 | 26.6 | Road K | 282.08 | Cubic Metre | |
| 146 | 27 | Vibrated Plain Cement Concrete M.15. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for substructure of abutment and wings - above sill level | |||
| 147 | 27.1 | Road F | 396.1 | Cubic Metre | |
| 148 | 27.2 | Road G | 554.53 | Cubic Metre | |
| 149 | 27.3 | Road H | 32.82 | Cubic Metre | |
| 150 | 27.4 | Road I | 17.63 | Cubic Metre | |
| 151 | 27.5 | Road J | 207.9 | Cubic Metre | |
| 152 | 27.6 | Road K | 118.8 | Cubic Metre | |
| 153 | 28 | Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor but excluding cost and fabrication of steel, cost of form work and including labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants as per standard specification MORTH Rev. V No.1000,1500,1700, 2200 for bed block and dirt wall | |||
| 154 | 28.1 | Road H | 9.72 | Cubic Metre | |
| 155 | 28.2 | Road J | 35.7 | Cubic Metre | |
| 156 | 28.3 | Road K | 20.4 | Cubic Metre | |
| 157 | 29 | Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor but excluding cost and fabrication of steel, cost of form work and including labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants as per standard specification MORTH Rev. V No.1000,1500,1700, 2200 for deck slab. | |||
| 158 | 29.1 | Road H | 50.46 | Cubic Metre | |
| 159 | 29.2 | Road J | 50.33 | Cubic Metre | |
| 160 | 29.3 | Road K | 28.76 | Cubic Metre | |
| 161 | 30 | Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing 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 cost of 75mm uniform thickness over deck slab as per standard specification MORTH Rev. V No. 1000,1500,1700, 2200 | |||
| 162 | 30.1 | Road H | 90.24 | Square Metre | |
| 163 | 30.2 | Road J | 184.73 | Square Metre | |
| 164 | 30.3 | Road K | 105.56 | Square Metre | |
| 165 | 31 | Supplying and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. | |||
| 166 | 31.1 | Road H | 12.6 | Square Metre | |
| 167 | 31.2 | Road J | 58.8 | Square Metre | |
| 168 | 31.3 | Road K | 33.6 | Square Metre | |
| 169 | 32 | Supply and fabrication of Tor steel grade Fe - 500 steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc,complete as per MORTH Rev. V Specification No.1009,1600 | |||
| 170 | 32.1 | Road H | 3.677 | Metric Ton | |
| 171 | 32.2 | Road J | 6.44 | Metric Ton | |
| 172 | 32.3 | Road K | 3.68 | Metric Ton | |
| 173 | 33 | Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete. | |||
| 174 | 33.1 | Road H | 30 | Running Metre | |
| 175 | 33.2 | Road J | 140 | Running Metre | |
| 176 | 33.3 | Road K | 80 | Running Metre | |
| 177 | 34 | Providing and fixing PVC Seepage Pipes of 110mm dia at 1.0m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per MORTH Rev. V Specification Nos.2706 | |||
| 178 | 34.1 | Road F | 140 | Number | |
| 179 | 34.2 | Road G | 196 | Number | |
| 180 | 34.3 | Road H | 40 | Number | |
| 181 | 34.4 | Road J | 196 | Number | |
| 182 | 34.5 | Road K | 112 | Number | |
| 183 | 35 | Providing gravel soling in layers including cost of conveyance of gritty gravel from approved sources to work site and steaking to deptl gauge for pre measurements of labour for laying in layers, watering & consolidation by power roller rolling and all other incidental charges etc., complete for diversion road. | |||
| 184 | 35.1 | Road J | 770 | Cubic Metre | |
| 185 | 35.2 | Road K | 330 | Cubic Metre | |
| 186 | 36 | Supply and fixing of RCC pipes 1000 mm dia NP4 class IV including cost and conveyance to work site to proper gradient including all labour charges and all other incidental charges etc., complete as per MORTH Rev.V Specification No.2900 | |||
| 187 | 36.1 | Road I | 20 | Running Meter | |
| 188 | 37 | Laying Reinforced cement concrete pipe 1000mm dia NP3 / Prestressed concrete pipe for culverts of first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. | |||
| 189 | 37.1 | Road I | 20 | Running Meter | |
| 190 | 38 | Filling with US Gravel including cost and conveyance of gravel to worksite laying handling charges and filling in layers tamering to optimum mositure content to get the maximum density including watering with a lead and all other incidental charges etc. complete. | |||
| 191 | 38.1 | Road I | 15.24 | Cubic Metre | |
| 192 | 39 | Refilling with excavated soil including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and the lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Berms as per MORTH Rev.V Specification No.111,112,301,305 | |||
| 193 | 39.1 | Road F | 1074.15 | Cubic Metre | |
| 194 | 39.2 | Road G | 1503.81 | Cubic Metre | |
| 195 | 40 | Upkeeping of Roads for 1st Year Forming and raising the Berms with carted earth with a lead of 5 km from the approved source to work site including cost of earth, conveyance charges and filling levelling to the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up the berms | |||
| 196 | 40.1 | Road A | 108 | Cubic Metre | |
| 197 | 40.2 | Road B | 54 | Cubic Metre | |
| 198 | 40.3 | Road C | 153 | Cubic Metre | |
| 199 | 40.4 | Road D | 114 | Cubic Metre | |
| 200 | 40.5 | Road E | 114 | Cubic Metre | |
| 201 | 41 | Earthwork Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for the Earthern Drain | |||
| 202 | 41.1 | Road C | 300 | Cubic Metre | |
| 203 | 41.2 | Road D | 270 | Cubic Metre | |
| 204 | 41.3 | Road E | 480 | Cubic Metre | |
| 205 | 42 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 206 | 42.1 | Road A | 3240 | Square Metre | |
| 207 | 42.2 | Road B | 1800 | Square Metre | |
| 208 | 42.3 | Road C | 4680 | Square Metre | |
| 209 | 42.4 | Road D | 17280 | Square Metre | |
| 210 | 42.5 | Road E | 10800 | Square Metre | |
| 211 | 43 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 212 | 43.1 | Road A | 6 | Hours | |
| 213 | 43.2 | Road B | 6 | Hours | |
| 214 | 43.3 | Road C | 14 | Hours | |
| 215 | 43.4 | Road D | 28 | Hours | |
| 216 | 43.5 | Road E | 14 | Hours | |
| 217 | 44 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, etc., including cost of paint and labour charges, etc., and other incidental charges and directed by the Engineer. | |||
| 218 | 44.1 | Road A | 37.64 | Square Metre | |
| 219 | 44.2 | Road B | 18.92 | Square Metre | |
| 220 | 44.3 | Road C | 51.3 | Square Metre | |
| 221 | 44.4 | Road D | 66.1 | Square Metre | |
| 222 | 44.5 | Road E | 56.02 | Square Metre | |
| 223 | 45 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 224 | 45.1 | Road A | 18.09 | Square Metre | |
| 225 | 45.2 | Road B | 26.91 | Square Metre | |
| 226 | 45.3 | Road C | 26.91 | Square Metre | |
| 227 | 45.4 | Road D | 26.91 | Square Metre | |
| 228 | 45.5 | Road E | 26.91 | Square Metre | |
| 229 | 46 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 230 | 46.1 | Road A | 50.81 | Square Metre | |
| 231 | 46.2 | Road B | 28.8 | Square Metre | |
| 232 | 46.3 | Road C | 115.05 | Square Metre | |
| 233 | 46.4 | Road D | 84 | Square Metre | |
| 234 | 46.5 | Road E | 115.05 | Square Metre | |
| 235 | 47 | White banding with White cem with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 236 | 47.1 | Road A | 125.35 | Square Metre | |
| 237 | 47.2 | Road B | 261.75 | Square Metre | |
| 238 | 47.3 | Road C | 99.95 | Square Metre | |
| 239 | 47.4 | Road D | 15.62 | Square Metre | |
| 240 | 47.5 | Road E | 103.95 | Square Metre | |
| 241 | 48 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 242 | 48.1 | Road A | 62.68 | Square Metre | |
| 243 | 48.2 | Road B | 130.88 | Square Metre | |
| 244 | 48.3 | Road C | 49.98 | Square Metre | |
| 245 | 48.4 | Road D | 7.81 | Square Metre | |
| 246 | 48.5 | Road E | 51.98 | Square Metre | |
| 247 | 49 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 5 to 10 cm. | |||
| 248 | 49.1 | Road A | 475 | Square Metre | |
| 249 | 49.2 | Road B | 729 | Square Metre | |
| 250 | 49.3 | Road C | 782 | Square Metre | |
| 251 | 49.4 | Road D | 1420 | Square Metre | |
| 252 | 49.5 | Road E | 794 | Square Metre | |
| 253 | 50 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 10 to 15 cm. | |||
| 254 | 50.1 | Road A | 10 | Square Metre | |
| 255 | 50.2 | Road B | 10 | Square Metre | |
| 256 | 50.3 | Road C | 10 | Square Metre | |
| 257 | 50.4 | Road D | 20 | Square Metre | |
| 258 | 50.5 | Road E | 10 | Square Metre | |
| 259 | 51 | Upkeeping of Roads for 2nd Year Forming and raising the Berms with carted earth with a lead of 5 km from the approved source to work site including cost of earth, conveyance charges and filling levelling to the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up the berms | |||
| 260 | 51.1 | Road A | 108 | Cubic Metre | |
| 261 | 51.2 | Road B | 54 | Cubic Metre | |
| 262 | 51.3 | Road C | 153 | Cubic Metre | |
| 263 | 51.4 | Road D | 114 | Cubic Metre | |
| 264 | 51.5 | Road E | 114 | Cubic Metre | |
| 265 | 52 | Earthwork Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for the Earthern Drain | |||
| 266 | 52.1 | Road C | 300 | Cubic Metre | |
| 267 | 52.2 | Road D | 270 | Cubic Metre | |
| 268 | 52.3 | Road E | 480 | Cubic Metre | |
| 269 | 53 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 270 | 53.1 | Road A | 3240 | Square Metre | |
| 271 | 53.2 | Road B | 1800 | Square Metre | |
| 272 | 53.3 | Road C | 4680 | Square Metre | |
| 273 | 53.4 | Road D | 17280 | Square Metre | |
| 274 | 53.5 | Road E | 10800 | Square Metre | |
| 275 | 54 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 276 | 54.1 | Road A | 6 | Hours | |
| 277 | 54.2 | Road B | 6 | Hours | |
| 278 | 54.3 | Road C | 14 | Hours | |
| 279 | 54.4 | Road D | 28 | Hours | |
| 280 | 54.5 | Road E | 14 | Hours | |
| 281 | 55 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, etc., including cost of paint and labour charges, etc., and other incidental charges and directed by the Engineer. | |||
| 282 | 55.1 | Road A | 37.64 | Square Metre | |
| 283 | 55.2 | Road B | 18.92 | Square Metre | |
| 284 | 55.3 | Road C | 51.3 | Square Metre | |
| 285 | 55.4 | Road D | 66.1 | Square Metre | |
| 286 | 55.5 | Road E | 56.02 | Square Metre | |
| 287 | 56 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 288 | 56.1 | Road A | 18.09 | Square Metre | |
| 289 | 56.2 | Road B | 26.91 | Square Metre | |
| 290 | 56.3 | Road C | 26.91 | Square Metre | |
| 291 | 56.4 | Road D | 26.91 | Square Metre | |
| 292 | 56.5 | Road E | 26.91 | Square Metre | |
| 293 | 57 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 294 | 57.1 | Road A | 50.81 | Square Metre | |
| 295 | 57.2 | Road B | 28.8 | Square Metre | |
| 296 | 57.3 | Road C | 115.05 | Square Metre | |
| 297 | 57.4 | Road D | 84 | Square Metre | |
| 298 | 57.5 | Road E | 115.05 | Square Metre | |
| 299 | 58 | White banding with White cem with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 300 | 58.1 | Road A | 125.35 | Square Metre | |
| 301 | 58.2 | Road B | 261.75 | Square Metre | |
| 302 | 58.3 | Road C | 99.95 | Square Metre | |
| 303 | 58.4 | Road D | 15.62 | Square Metre | |
| 304 | 58.5 | Road E | 103.95 | Square Metre | |
| 305 | 59 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 306 | 59.1 | Road A | 62.68 | Square Metre | |
| 307 | 59.2 | Road B | 130.88 | Square Metre | |
| 308 | 59.3 | Road C | 49.98 | Square Metre | |
| 309 | 59.4 | Road D | 7.81 | Square Metre | |
| 310 | 59.5 | Road E | 51.98 | Square Metre | |
| 311 | 60 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 5 to 10 cm. | |||
| 312 | 60.1 | Road A | 475 | Square Metre | |
| 313 | 60.2 | Road B | 729 | Square Metre | |
| 314 | 60.3 | Road C | 782 | Square Metre | |
| 315 | 60.4 | Road D | 1420 | Square Metre | |
| 316 | 60.5 | Road E | 794 | Square Metre | |
| 317 | 61 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 10 to 15 cm. | |||
| 318 | 61.1 | Road A | 10 | Square Metre | |
| 319 | 61.2 | Road B | 10 | Square Metre | |
| 320 | 61.3 | Road C | 10 | Square Metre | |
| 321 | 61.4 | Road D | 20 | Square Metre | |
| 322 | 61.5 | Road E | 10 | Square Metre | |
| 323 | 62 | Upkeeping of Roads for 3rd Year Forming and raising the Berms with carted earth with a lead of 5 km from the approved source to work site including cost of earth, conveyance charges and filling levelling to the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up the berms | |||
| 324 | 62.1 | Road A | 108 | Cubic Metre | |
| 325 | 62.2 | Road B | 54 | Cubic Metre | |
| 326 | 62.3 | Road C | 153 | Cubic Metre | |
| 327 | 62.4 | Road D | 114 | Cubic Metre | |
| 328 | 62.5 | Road E | 114 | Cubic Metre | |
| 329 | 63 | Earthwork Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for the Earthern Drain | |||
| 330 | 63.1 | Road C | 300 | Cubic Metre | |
| 331 | 63.2 | Road D | 270 | Cubic Metre | |
| 332 | 63.3 | Road E | 480 | Cubic Metre | |
| 333 | 64 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 334 | 64.1 | Road A | 3240 | Square Metre | |
| 335 | 64.2 | Road B | 1800 | Square Metre | |
| 336 | 64.3 | Road C | 4680 | Square Metre | |
| 337 | 64.4 | Road D | 17280 | Square Metre | |
| 338 | 64.5 | Road E | 10800 | Square Metre | |
| 339 | 65 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 340 | 65.1 | Road A | 6 | Hours | |
| 341 | 65.2 | Road B | 6 | Hours | |
| 342 | 65.3 | Road C | 14 | Hours | |
| 343 | 65.4 | Road D | 28 | Hours | |
| 344 | 65.5 | Road E | 14 | Hours | |
| 345 | 66 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, etc., including cost of paint and labour charges, etc., and other incidental charges and directed by the Engineer. | |||
| 346 | 66.1 | Road A | 37.64 | Square Metre | |
| 347 | 66.2 | Road B | 18.92 | Square Metre | |
| 348 | 66.3 | Road C | 51.3 | Square Metre | |
| 349 | 66.4 | Road D | 66.1 | Square Metre | |
| 350 | 66.5 | Road E | 56.02 | Square Metre | |
| 351 | 67 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 352 | 67.1 | Road A | 18.09 | Square Metre | |
| 353 | 67.2 | Road B | 26.91 | Square Metre | |
| 354 | 67.3 | Road C | 26.91 | Square Metre | |
| 355 | 67.4 | Road D | 26.91 | Square Metre | |
| 356 | 67.5 | Road E | 26.91 | Square Metre | |
| 357 | 68 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 358 | 68.1 | Road A | 50.81 | Square Metre | |
| 359 | 68.2 | Road B | 28.8 | Square Metre | |
| 360 | 68.3 | Road C | 115.05 | Square Metre | |
| 361 | 68.4 | Road D | 84 | Square Metre | |
| 362 | 68.5 | Road E | 115.05 | Square Metre | |
| 363 | 69 | White banding with White cem with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 364 | 69.1 | Road A | 125.35 | Square Metre | |
| 365 | 69.2 | Road B | 261.75 | Square Metre | |
| 366 | 69.3 | Road C | 99.95 | Square Metre | |
| 367 | 69.4 | Road D | 15.62 | Square Metre | |
| 368 | 69.5 | Road E | 103.95 | Square Metre | |
| 369 | 70 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 370 | 70.1 | Road A | 62.68 | Square Metre | |
| 371 | 70.2 | Road B | 130.88 | Square Metre | |
| 372 | 70.3 | Road C | 49.98 | Square Metre | |
| 373 | 70.4 | Road D | 7.81 | Square Metre | |
| 374 | 70.5 | Road E | 51.98 | Square Metre | |
| 375 | 71 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 5 to 10 cm. | |||
| 376 | 71.1 | Road A | 475 | Square Metre | |
| 377 | 71.2 | Road B | 729 | Square Metre | |
| 378 | 71.3 | Road C | 782 | Square Metre | |
| 379 | 71.4 | Road D | 1420 | Square Metre | |
| 380 | 71.5 | Road E | 794 | Square Metre | |
| 381 | 72 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 10 to 15 cm. | |||
| 382 | 72.1 | Road A | 10 | Square Metre | |
| 383 | 72.2 | Road B | 10 | Square Metre | |
| 384 | 72.3 | Road C | 10 | Square Metre | |
| 385 | 72.4 | Road D | 20 | Square Metre | |
| 386 | 72.5 | Road E | 10 | Square Metre | |
| 387 | 73 | Upkeeping of Roads for 4th Year Forming and raising the Berms with carted earth with a lead of 5 km from the approved source to work site including cost of earth, conveyance charges and filling levelling to the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up the berms | |||
| 388 | 73.1 | Road A | 108 | Cubic Metre | |
| 389 | 73.2 | Road B | 54 | Cubic Metre | |
| 390 | 73.3 | Road C | 153 | Cubic Metre | |
| 391 | 73.4 | Road D | 114 | Cubic Metre | |
| 392 | 73.5 | Road E | 114 | Cubic Metre | |
| 393 | 74 | Earthwork Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for the Earthern Drain | |||
| 394 | 74.1 | Road C | 300 | Cubic Metre | |
| 395 | 74.2 | Road D | 270 | Cubic Metre | |
| 396 | 74.3 | Road E | 480 | Cubic Metre | |
| 397 | 75 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 398 | 75.1 | Road A | 3240 | Square Metre | |
| 399 | 75.2 | Road B | 1800 | Square Metre | |
| 400 | 75.3 | Road C | 4680 | Square Metre | |
| 401 | 75.4 | Road D | 17280 | Square Metre | |
| 402 | 75.5 | Road E | 10800 | Square Metre | |
| 403 | 76 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 404 | 76.1 | Road A | 6 | Hours | |
| 405 | 76.2 | Road B | 6 | Hours | |
| 406 | 76.3 | Road C | 14 | Hours | |
| 407 | 76.4 | Road D | 28 | Hours | |
| 408 | 76.5 | Road E | 14 | Hours | |
| 409 | 77 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, etc., including cost of paint and labour charges, etc., and other incidental charges and directed by the Engineer. | |||
| 410 | 77.1 | Road A | 37.64 | Square Metre | |
| 411 | 77.2 | Road B | 18.92 | Square Metre | |
| 412 | 77.3 | Road C | 51.3 | Square Metre | |
| 413 | 77.4 | Road D | 66.1 | Square Metre | |
| 414 | 77.5 | Road E | 56.02 | Square Metre | |
| 415 | 78 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 416 | 78.1 | Road A | 18.09 | Square Metre | |
| 417 | 78.2 | Road B | 26.91 | Square Metre | |
| 418 | 78.3 | Road C | 26.91 | Square Metre | |
| 419 | 78.4 | Road D | 26.91 | Square Metre | |
| 420 | 78.5 | Road E | 26.91 | Square Metre | |
| 421 | 79 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 422 | 79.1 | Road A | 50.81 | Square Metre | |
| 423 | 79.2 | Road B | 28.8 | Square Metre | |
| 424 | 79.3 | Road C | 115.05 | Square Metre | |
| 425 | 79.4 | Road D | 153.6 | Square Metre | |
| 426 | 79.5 | Road E | 115.05 | Square Metre | |
| 427 | 80 | White banding with White cem with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 428 | 80.1 | Road A | 125.35 | Square Metre | |
| 429 | 80.2 | Road B | 261.75 | Square Metre | |
| 430 | 80.3 | Road C | 99.95 | Square Metre | |
| 431 | 80.4 | Road D | 12.32 | Square Metre | |
| 432 | 80.5 | Road E | 103.95 | Square Metre | |
| 433 | 81 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 434 | 81.1 | Road A | 62.68 | Square Metre | |
| 435 | 81.2 | Road B | 130.88 | Square Metre | |
| 436 | 81.3 | Road C | 49.98 | Square Metre | |
| 437 | 81.4 | Road D | 6.16 | Square Metre | |
| 438 | 81.5 | Road E | 51.98 | Square Metre | |
| 439 | 82 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 5 to 10 cm. | |||
| 440 | 82.1 | Road A | 475 | Square Metre | |
| 441 | 82.2 | Road B | 729 | Square Metre | |
| 442 | 82.3 | Road C | 782 | Square Metre | |
| 443 | 82.4 | Road D | 1420 | Square Metre | |
| 444 | 82.5 | Road E | 794 | Square Metre | |
| 445 | 83 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 10 to 15 cm. | |||
| 446 | 83.1 | Road A | 10 | Square Metre | |
| 447 | 83.2 | Road B | 10 | Square Metre | |
| 448 | 83.3 | Road C | 10 | Square Metre | |
| 449 | 83.4 | Road D | 20 | Square Metre | |
| 450 | 83.5 | Road E | 10 | Square Metre | |
| 451 | 84 | 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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces | |||
| 452 | 84.1 | Road A | 346.77 | Square Metre | |
| 453 | 84.2 | Road B | 330 | Square Metre | |
| 454 | 84.3 | Road C | 292.5 | Square Metre | |
| 455 | 84.4 | Road D | 540 | Square Metre | |
| 456 | 84.5 | Road E | 337.5 | Square Metre | |
| 457 | 85 | Bituminous Concrete (Table 500-17) 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 JMF of mix and filler, transporting the hot mix to work site, to 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. 507 complete in all respects) - Grading II | |||
| 458 | 85.1 | Road A | 10.4 | Cubic Metre | |
| 459 | 85.2 | Road B | 9.9 | Cubic Metre | |
| 460 | 85.3 | Road C | 8.78 | Cubic Metre | |
| 461 | 85.4 | Road D | 16.2 | Cubic Metre | |
| 462 | 85.5 | Road E | 10.13 | Cubic Metre | |
| 463 | 86 | Upkeeping of Roads for 5th Year Forming and raising the Berms with carted earth with a lead of 5 km from the approved source to work site including cost of earth, conveyance charges and filling levelling to the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up the berms | |||
| 464 | 86.1 | Road A | 108 | Cubic Metre | |
| 465 | 86.2 | Road B | 54 | Cubic Metre | |
| 466 | 86.3 | Road C | 153 | Cubic Metre | |
| 467 | 86.4 | Road D | 114 | Cubic Metre | |
| 468 | 86.5 | Road E | 114 | Cubic Metre | |
| 469 | 87 | Earthwork Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for the Earthern Drain | |||
| 470 | 87.1 | Road C | 300 | Cubic Metre | |
| 471 | 87.2 | Road D | 270 | Cubic Metre | |
| 472 | 87.3 | Road E | 480 | Cubic Metre | |
| 473 | 88 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 474 | 88.1 | Road A | 3240 | Square Metre | |
| 475 | 88.2 | Road B | 1800 | Square Metre | |
| 476 | 88.3 | Road C | 4680 | Square Metre | |
| 477 | 88.4 | Road D | 17280 | Square Metre | |
| 478 | 88.5 | Road E | 10800 | Square Metre | |
| 479 | 89 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 480 | 89.1 | Road A | 6 | Hours | |
| 481 | 89.2 | Road B | 6 | Hours | |
| 482 | 89.3 | Road C | 14 | Hours | |
| 483 | 89.4 | Road D | 28 | Hours | |
| 484 | 89.5 | Road E | 14 | Hours | |
| 485 | 90 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, etc., including cost of paint and labour charges, etc., and other incidental charges and directed by the Engineer. | |||
| 486 | 90.1 | Road A | 37.64 | Square Metre | |
| 487 | 90.2 | Road B | 18.92 | Square Metre | |
| 488 | 90.3 | Road C | 51.3 | Square Metre | |
| 489 | 90.4 | Road D | 66.1 | Square Metre | |
| 490 | 90.5 | Road E | 56.02 | Square Metre | |
| 491 | 91 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 492 | 91.1 | Road A | 18.09 | Square Metre | |
| 493 | 91.2 | Road B | 26.91 | Square Metre | |
| 494 | 91.3 | Road C | 26.91 | Square Metre | |
| 495 | 91.4 | Road D | 26.91 | Square Metre | |
| 496 | 91.5 | Road E | 26.91 | Square Metre | |
| 497 | 92 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 498 | 92.1 | Road A | 50.81 | Square Metre | |
| 499 | 92.2 | Road B | 28.8 | Square Metre | |
| 500 | 92.3 | Road C | 115.05 | Square Metre | |
| 501 | 92.4 | Road D | 84 | Square Metre | |
| 502 | 92.5 | Road E | 115.05 | Square Metre | |
| 503 | 93 | White banding with White cem with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 504 | 93.1 | Road A | 125.35 | Square Metre | |
| 505 | 93.2 | Road B | 261.75 | Square Metre | |
| 506 | 93.3 | Road C | 99.95 | Square Metre | |
| 507 | 93.4 | Road D | 15.62 | Square Metre | |
| 508 | 93.5 | Road E | 103.95 | Square Metre | |
| 509 | 94 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including and other incidental charges and as directed by the Engineer. | |||
| 510 | 94.1 | Road A | 62.68 | Square Metre | |
| 511 | 94.2 | Road B | 130.88 | Square Metre | |
| 512 | 94.3 | Road C | 49.98 | Square Metre | |
| 513 | 94.4 | Road D | 7.81 | Square Metre | |
| 514 | 94.5 | Road E | 51.98 | Square Metre | |
| 515 | 95 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 5 to 10 cm. | |||
| 516 | 95.1 | Road A | 475 | Square Metre | |
| 517 | 95.2 | Road B | 729 | Square Metre | |
| 518 | 95.3 | Road C | 782 | Square Metre | |
| 519 | 95.4 | Road D | 1420 | Square Metre | |
| 520 | 95.5 | Road E | 794 | Square Metre | |
| 521 | 96 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer - Lettering 10 to 15 cm. | |||
| 522 | 96.1 | Road A | 10 | Square Metre | |
| 523 | 96.2 | Road B | 10 | Square Metre | |
| 524 | 96.3 | Road C | 10 | Square Metre | |
| 525 | 96.4 | Road D | 20 | Square Metre | |
| 526 | 96.5 | Road E | 10 | Square Metre | |
| 527 | 97 | 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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces | |||
| 528 | 97.1 | Road A | 577.95 | Square Metre | |
| 529 | 97.2 | Road B | 550 | Square Metre | |
| 530 | 97.3 | Road C | 487.5 | Square Metre | |
| 531 | 97.4 | Road D | 900 | Square Metre | |
| 532 | 97.5 | Road E | 562.5 | Square Metre | |
| 533 | 98 | Bituminous Concrete (Table 500-17) 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 JMF of mix and filler, transporting the hot mix to work site, to 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. 507 complete in all respects) - Grading II | |||
| 534 | 98.1 | Road A | 17.34 | Cubic Metre | |
| 535 | 98.2 | Road B | 16.5 | Cubic Metre | |
| 536 | 98.3 | Road C | 14.63 | Cubic Metre | |
| 537 | 98.4 | Road D | 27 | Cubic Metre | |
| 538 | 98.5 | Road E | 16.88 | Cubic Metre | |
| 539 | 99 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 540 | 99.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 541 | 99.2 | Add GST at 12% | 1 | (B) | |
| 542 | 99.3 | Total Value put to Tender | 1 | (A+B) | |
| 543 | 99.4 | Quoted value | 1 | (D) | |
| 544 | 99.5 | Final Quoted Value | 1 | (E) | |
| 545 | 99.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
| 546 | 99.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
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