Tender For Widening And Improvement Works Including Upkeeping Works In Vaniyambadi ( H ) Candm Sub Division Jurisdiction
Tender Value
5.92 Crore
Estimated cost
Bid Submission
14 Oct 2019
0 days left
EMD
3.07 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vaniyambadi → Tamil Nadu
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Tender For Widening And Improvement Works Including Upkeeping Works In Vaniyambadi ( H ) Candm Sub Division Jurisdiction
BOQ
| Name of work : PACKAGE 78 - Widening and Improvement works including upkeeping works in Vaniyambadi (H) C&M Sub Division JurisdictionRoad A.Widening from Single lane to Intermediate lane and Improvements of Thumberi - Diguvapalayam (Via) Sankarapuram Road at km 0/0 - 1/6 (MD 1109) including upkeeping for a period of 60 months (01-CRIDP-19-20-M-0988)Road B. Widening from Single lane to Intermediate lane and Improvements of Thumberi - Diguvapalayam (Via) Sankarapuram Road at km 3/0 - 4/6 (MD 1109) including upkeeping for a period of 60 months (01-CRIDP-19-20-M-0987)Road C. Improvements of Vellakuttai Road at km 0/0 - 3/0 including upkeeping for a period of 60 months (01-CRIDP-19-20-O-2037)Road D. Improvements of Vellakuttai Road at km 3/0 - 5/2 including upkeeping for a period of 60months (01-CRIDP-19-20-O-203)Road E. Improvements to Riding Quality at km 2/2 - 5/6 of Polur - Jamunamarathur - Alangayam - Vaniyambadi Road to NH 46 (Via) Valaiyampattu H/C Colony Road. Including upkeeping for a period of 60 months (01-CRIDP-19-20-I-3946)Road F .Improvements to Riding Quality at km 0/0 - 1/660 of Km 77/0 of Polur - Jamunamarathur - Alangayam - Vaniyambadi Road to Vallipattu Road. including upkeeping for a period of 60 months (01-CRIDP-19-20-I-3945) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Berms as per MORTH Rev.V. No.305,407. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | Road C | BI01010001010000000000000515BI0100001113 | 600 | Cubic Metre |
| 3 | 1.2 | Road D | 380 | Cubic Metre | |
| 4 | 1.3 | Road E | 930 | Cubic Metre | |
| 5 | 1.4 | Road F | 432 | Cubic Metre | |
| 6 | 2 | 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- III Material as per MORTH Rev.V. No.111,112,401,900. | |||
| 7 | 2.1 | Road A | 546 | Cubic Metre | |
| 8 | 2.2 | Road B | 434 | Cubic Metre | |
| 9 | 3 | 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) as per MORTH Rev.V. No.111,112,406,900. | |||
| 10 | 3.1 | Road A | 700 | Cubic Meter | |
| 11 | 3.2 | Road B | 700 | Cubic Meter | |
| 12 | 4 | 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 as per MORTH Rev.V. No.111,112,502,900,502 | |||
| 13 | 4.1 | Road A | 2800 | Square Meter | |
| 14 | 4.2 | Road B | 2800 | Square Meter | |
| 15 | 5 | 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 - over granular surfaces treated with primer as per MORTH Rev.V. No.111,112,503,900. | |||
| 16 | 5.1 | Road A | 2800 | Square Meter | |
| 17 | 5.2 | Road B | 2800 | Square Meter | |
| 18 | 6 | Advance patch work using 45 mm IRC size HBG metal for 50mm thickness making the pot holes and patching using VG10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips at the site and placed in the pot holes or in patches after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete. as per MORTH Rev.V. No.111,112,501. | |||
| 19 | 6.1 | Road A | 29.85 | Cubic Meter | |
| 20 | 6.2 | Road B | 29.54 | Cubic Meter | |
| 21 | 6.3 | Road C | 81.84 | Cubic Meter | |
| 22 | 6.4 | Road D | 56.88 | Cubic Meter | |
| 23 | 6.5 | Road E | 50.96 | Cubic Meter | |
| 24 | 6.6 | Road F | 36.39 | Cubic Meter | |
| 25 | 7 | 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 - over bituminous surfaces as per MORTH Rev.V. No.111,112, 503,900. | |||
| 26 | 7.1 | Road A | 6000 | Square Meter | |
| 27 | 7.2 | Road B | 6002.25 | Square Meter | |
| 28 | 7.3 | Road C | 17368.8 | Square Meter | |
| 29 | 7.4 | Road D | 12325 | Square Meter | |
| 30 | 7.5 | Road E | 12750 | Square Meter | |
| 31 | 7.6 | Road F | 9635 | Square Meter | |
| 32 | 8 | 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 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.505) Grading II as per MORTH Rev.V. No.111,112,505,900. | |||
| 33 | 8.1 | Road A | 210 | Cubic Meter | |
| 34 | 8.2 | Road B | 210 | Cubic Meter | |
| 35 | 9 | Bituminous Macadam (Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - Grading II (Table 500-7) as per MORTH Rev.V. No.111,112,504,900. | |||
| 36 | 9.1 | Road A | 300 | Cubic Meter | |
| 37 | 9.2 | Road B | 302.25 | Cubic Meter | |
| 38 | 9.3 | Road C | 824.29 | Cubic Meter | |
| 39 | 9.4 | Road D | 608.08 | Cubic Meter | |
| 40 | 9.5 | Road E | 93 | Cubic Meter | |
| 41 | 9.6 | Road F | 96.25 | Cubic Meter | |
| 42 | 10 | 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) 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 as per MORTH Rev.V No.111,112,507,900. | |||
| 43 | 10.1 | Road A | 352 | Cubic Meter | |
| 44 | 10.2 | Road B | 354.25 | Cubic Meter | |
| 45 | 10.3 | Road C | 521.09 | Cubic Meter | |
| 46 | 10.4 | Road D | 369.75 | Cubic Meter | |
| 47 | 10.5 | Road E | 382.5 | Cubic Meter | |
| 48 | 10.6 | Road F | 289.05 | Cubic Meter | |
| 49 | 11 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Berms as per MORTH Rev.V. No.305,407. | |||
| 50 | 11.1 | Road A | 240 | Cubic Meter | |
| 51 | 11.2 | Road B | 101.5 | Cubic Meter | |
| 52 | 12 | 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. | |||
| 53 | 12.1 | Road A | 1.35 | Cubic Meter | |
| 54 | 12.2 | Road C | 1.35 | Cubic Meter | |
| 55 | 12.3 | Road E | 8.1 | Cubic Meter | |
| 56 | 12.4 | Road F | 1.35 | Cubic Meter | |
| 57 | 13 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 58 | 13.1 | Road A | 1440 | Square Meter | |
| 59 | 13.2 | Road B | 1212 | Square Meter | |
| 60 | 13.3 | Road C | 5400 | Square Meter | |
| 61 | 13.4 | Road D | 3420 | Square Meter | |
| 62 | 13.5 | Road E | 3780 | Square Meter | |
| 63 | 13.6 | Road F | 1470 | Square Meter | |
| 64 | 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. | |||
| 65 | 14.1 | Road A | 2 | Hrs | |
| 66 | 14.2 | Road B | 8 | Hrs | |
| 67 | 14.3 | Road C | 12 | Hrs | |
| 68 | 14.4 | Road D | 2 | Hrs | |
| 69 | 14.5 | Road E | 12 | Hrs | |
| 70 | 14.6 | Road F | 14 | Hrs | |
| 71 | 15 | 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. | |||
| 72 | 15.1 | Road A | 2 | Number | |
| 73 | 15.2 | Road B | 2 | Number | |
| 74 | 15.3 | Road C | 3 | Number | |
| 75 | 15.4 | Road D | 2 | Number | |
| 76 | 15.5 | Road E | 3 | Number | |
| 77 | 15.6 | Road F | 2 | Number | |
| 78 | 16 | 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. | |||
| 79 | 16.1 | Road A | 7 | Number | |
| 80 | 16.2 | Road B | 7 | Number | |
| 81 | 16.3 | Road C | 12 | Number | |
| 82 | 16.4 | Road D | 9 | Number | |
| 83 | 16.5 | Road E | 15 | Number | |
| 84 | 16.6 | Road F | 8 | Number | |
| 85 | 17 | 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. | |||
| 86 | 17.1 | Road A | 40 | Number | |
| 87 | 17.2 | Road B | 70 | Number | |
| 88 | 17.3 | Road C | 130 | Number | |
| 89 | 17.4 | Road D | 30 | Number | |
| 90 | 17.5 | Road E | 120 | Number | |
| 91 | 17.6 | Road F | 20 | Number | |
| 92 | 18 | Providing RCC M15 grade Boundary Pillars of standard design as per IRC 25-1967 and fixing in position including finishing and lettering, excluding painting (as per MORT & H specification No.806) | |||
| 93 | 18.1 | Road B | 56 | Number | |
| 94 | 18.2 | Road C | 95 | Number | |
| 95 | 18.3 | Road D | 102 | Number | |
| 96 | 18.4 | Road E | 110 | Number | |
| 97 | 18.5 | Road F | 19 | Number | |
| 98 | 19 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 99 | 19.1 | Road A | 74.71 | Square Meter | |
| 100 | 19.2 | Road B | 148.42 | Square Meter | |
| 101 | 19.3 | Road C | 234.4 | Square Meter | |
| 102 | 19.4 | Road D | 114.75 | Square Meter | |
| 103 | 19.5 | Road E | 240.98 | Square Meter | |
| 104 | 19.6 | Road F | 82.19 | Square Meter | |
| 105 | 20 | 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. | |||
| 106 | 20.1 | Road A | 23.72 | Square Meter | |
| 107 | 20.2 | Road B | 23.72 | Square Meter | |
| 108 | 20.3 | Road C | 11.43 | Square Meter | |
| 109 | 20.4 | Road D | 9.47 | Square Meter | |
| 110 | 20.5 | Road E | 5.69 | Square Meter | |
| 111 | 20.6 | Road F | 11.39 | Square Meter | |
| 112 | 21 | 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. | |||
| 113 | 21.1 | Road A | 17.82 | Square Meter | |
| 114 | 21.2 | Road B | 35.64 | Square Meter | |
| 115 | 21.3 | Road C | 53.46 | Square Meter | |
| 116 | 21.4 | Road D | 6.21 | Square Meter | |
| 117 | 21.5 | Road E | 57.6 | Square Meter | |
| 118 | 21.6 | Road F | 67.2 | Square Meter | |
| 119 | 22 | White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 120 | 22.01 | Road A [White Banding] | 3.38 | Square Meter | |
| 121 | 22.02 | Road A [Black Banding] | 1.69 | Square Meter | |
| 122 | 22.03 | Road B [White Banding] | 3.38 | Square Meter | |
| 123 | 22.04 | Road B [Black Banding] | 1.69 | Square Meter | |
| 124 | 22.05 | Road C [White Banding] | 25.88 | Square Meter | |
| 125 | 22.06 | Road C [Black Banding] | 12.94 | Square Meter | |
| 126 | 22.07 | Road D [White Banding] | 43.13 | Square Meter | |
| 127 | 22.08 | Road D [Black Banding] | 21.56 | Square Meter | |
| 128 | 22.09 | Road E [White Banding] | 7.5 | Square Meter | |
| 129 | 22.11 | Road E [Black Banding] | 3.75 | Square Meter | |
| 130 | 22.12 | Road F [White Banding] | 18.75 | Square Meter | |
| 131 | 22.13 | Road F [Black Banding] | 9.38 | Square Meter | |
| 132 | 23 | 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. | |||
| 133 | 23.01 | Road A [Lettering 5 to 10 cm] | 503 | Number | |
| 134 | 23.02 | Road A [Lettering 10 to 15 cm] | 29 | Number | |
| 135 | 23.03 | Road B [Lettering 5 to 10 cm] | 496 | Number | |
| 136 | 23.04 | Road B [Lettering 10 to 15 cm] | 29 | Number | |
| 137 | 23.05 | Road C [Lettering 5 to 10 cm] | 635 | Number | |
| 138 | 23.06 | Road C [Lettering 10 to 15 cm] | 23 | Number | |
| 139 | 23.07 | Road D [Lettering 5 to 10 cm] | 372 | Number | |
| 140 | 23.08 | Road D [Lettering 10 to 15 cm] | 48 | Number | |
| 141 | 23.09 | Road E [Lettering 5 to 10 cm] | 773 | Number | |
| 142 | 23.11 | Road E [Lettering 10 to 15 cm] | 75 | Number | |
| 143 | 23.12 | Road F [Lettering 5 to 10 cm] | 172 | Number | |
| 144 | 23.13 | Road F [Lettering 10 to 15 cm] | 46 | Number | |
| 145 | 24 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev.V. No. 111,112,301,305. a) box cutting for widening portion | |||
| 146 | 24.1 | Road A | 2938.8 | Cubic Meter | |
| 147 | 24.2 | Road B | 2358.2 | Cubic Meter | |
| 148 | 24.3 | Road F | 419.2 | Cubic Meter | |
| 149 | 25 | Providing and laying with Carted Earth with in average lead of 2 km including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all 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, ramping under optimum moisture content to obtain the maximum density to all other incidental charges etc., | |||
| 150 | 25.1 | Road C | 345 | Cubic Meter | |
| 151 | 25.2 | Road D | 69 | Cubic Meter | |
| 152 | 26 | Earth work Excavation in all classes of soils except hard rock not 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, 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. | |||
| 153 | 26.1 | Road B | 126 | Cubic Meter | |
| 154 | 26.2 | Road C | 210 | Cubic Meter | |
| 155 | 26.3 | Road D | 42 | Cubic Meter | |
| 156 | 27 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | |||
| 157 | 27.1 | Road A | 117 | Cubic Meter | |
| 158 | 27.2 | Road C | 198 | Cubic Meter | |
| 159 | 27.3 | Road D | 128.25 | Cubic Meter | |
| 160 | 28 | Dismantling the plain cement concrete walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc., complete. For Existing Culvert | |||
| 161 | 28.1 | Road B | 76.64 | Cubic Meter | |
| 162 | 28.2 | Road C | 95.8 | Cubic Meter | |
| 163 | 28.3 | Road D | 19.16 | Cubic Meter | |
| 164 | 29 | Vibrated Reinforced Cement Concrete in M 25 (DesignMix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete for Base Slab, Cover Slab and Side walls as per MORTH specifications 1000, 1500, 1700, 2100, 2200 | |||
| 165 | 29.1 | Road C | 90.25 | Cubic Meter | |
| 166 | 30 | Vibrated Reinforced Cement Concrete in M 25 (DesignMix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete for Base Slab, Cover Slab and Side walls as per MORTH specifications 1000, 1500, 1700, 2100, 2200 | |||
| 167 | 30.1 | Road B | 54.2 | Cubic Meter | |
| 168 | 30.2 | Road D | 18.05 | Cubic Meter | |
| 169 | 31 | Vibrated cement concrete M15 (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 for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet. | |||
| 170 | 31.1 | Road B | 10.8 | Cubic Meter | |
| 171 | 31.2 | Road C | 18 | Cubic Meter | |
| 172 | 31.3 | Road D | 3.6 | Cubic Meter | |
| 173 | 32 | Vibrated cement concrete M15 (1:2:4 Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for for Box culvert | |||
| 174 | 32.1 | Road B | 2.72 | Cubic Meter | |
| 175 | 32.2 | Road C | 3.4 | Cubic Meter | |
| 176 | 32.3 | Road D | 0.68 | Cubic Meter | |
| 177 | 33 | Vibrated Cement concrete of grade M30 (Design Mix) using ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, asper relevant standard specification For Wearing Coat 75mm thickness over Deck Slab | |||
| 178 | 33.1 | Road B | 45 | Cubic Meter | |
| 179 | 33.2 | Road C | 75 | Cubic Meter | |
| 180 | 33.3 | Road D | 15 | Cubic Meter | |
| 181 | 34 | Plain cement Concrete mix 1:3:6 using 40 mm ISS HBG metal including cost and conveyance of all materials, including cement to site, but excluding cost and fabrication of steel but including cost of from work, labour charges for mixing concrete, laying, vibrating, compacting, hire charges for all tools and plants, curing concrete with all leads for soft water, including cost of premoulded RCC hand rails and posts etc., complet which are cast at site as per drawing, including cost of labour charges for fixing the same in correct position and all other incidental charges etc., complete as per MORT&H specifications. | |||
| 182 | 34.1 | Road A | 23.4 | Cubic Meter | |
| 183 | 34.2 | Road C | 39.6 | Cubic Meter | |
| 184 | 34.3 | Road D | 25.65 | Cubic Meter | |
| 185 | 35 | Plain Cement Concrete M15 (Nominal mix 1:2:4) using 20mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per standard specifications | |||
| 186 | 35.1 | Road A | 115.45 | Cubic Meter | |
| 187 | 35.2 | Road C | 187.93 | Cubic Meter | |
| 188 | 35.3 | Road D | 121.73 | Cubic Meter | |
| 189 | 36 | Providing and laying with Excavated Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental Engineers. | |||
| 190 | 36.1 | Road A | 50.06 | Cubic Meter | |
| 191 | 36.2 | Road C | 80.08 | Cubic Meter | |
| 192 | 36.3 | Road D | 51.88 | Cubic Meter | |
| 193 | 37 | White washing one coat with freshly burnt white shell lime in all floors including cost of lime, blue powder, fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed by the departmental officers. | |||
| 194 | 37.1 | Road A | 149.11 | Square Meter | |
| 195 | 37.2 | Road C | 247.14 | Square Meter | |
| 196 | 37.3 | Road D | 160.02 | Square Meter | |
| 197 | 38 | 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 | |||
| 198 | 38.1 | Road B | 4.52 | Metric Ton | |
| 199 | 38.2 | Road C | 7.495 | Metric Ton | |
| 200 | 38.3 | Road C | 1.49 | Metric Ton | |
| 201 | 39 | Providing and laying gravel with clean gritty gravel including cost and conveyance of gravel form approved quarry to work site and stacking the same to department guage for premeasurment including labour charges for filling in layers as specified by departmental officers including watering with all leads for water to get the maximum dry density including compaction by power rolling and all other incidental charges etc. complete for low berms as per MORTH No 301 - 305, 407 | |||
| 202 | 39.1 | Road B | 29.7 | Cubic Meter | |
| 203 | 39.2 | Road C | 49.5 | Cubic Meter | |
| 204 | 39.3 | Road D | 9.9 | Cubic Meter | |
| 205 | 40 | 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- V Material as per MORTH Rev.V. No.111,112,401,900. | |||
| 206 | 40.1 | Road C | 50.65 | Cubic Meter | |
| 207 | 40.2 | Road D | 10.13 | Cubic Meter | |
| 208 | 41 | Crusher Run 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) as per MORTH Rev.V. No.111,112,406,900. | |||
| 209 | 41.1 | Road C | 33.75 | Cubic Meter | |
| 210 | 41.2 | Road D | 6.75 | Cubic Meter | |
| 211 | 42 | UPKEEPING ROADS FOR I ST YEAR\nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Berms as per MORTH Rev.V. No.305,407. | |||
| 212 | 42.1 | Road A | 72 | Cubic Meter | |
| 213 | 42.2 | Road B | 30.45 | Cubic Meter | |
| 214 | 42.3 | Road C | 450 | Cubic Meter | |
| 215 | 42.4 | Road D | 117.72 | Cubic Meter | |
| 216 | 42.5 | Road E | 450 | Cubic Meter | |
| 217 | 42.6 | Road F | 129.6 | Cubic Meter | |
| 218 | 43 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 219 | 43.1 | Road A | 2880 | Square Meter | |
| 220 | 43.2 | Road B | 2424 | Square Meter | |
| 221 | 43.3 | Road C | 10800 | Square Meter | |
| 222 | 43.4 | Road D | 6840 | Square Meter | |
| 223 | 43.5 | Road E | 7560 | Square Meter | |
| 224 | 43.6 | Road F | 2940 | Square Meter | |
| 225 | 44 | 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. | |||
| 226 | 44.1 | Road A | 2 | Hrs | |
| 227 | 44.2 | Road B | 8 | Hrs | |
| 228 | 44.3 | Road C | 12 | Hrs | |
| 229 | 44.4 | Road D | 2 | Hrs | |
| 230 | 44.5 | Road E | 12 | Hrs | |
| 231 | 44.6 | Road F | 14 | Hrs | |
| 232 | 45 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 233 | 45.1 | Road A | 74.71 | Square Meter | |
| 234 | 45.2 | Road B | 148.42 | Square Meter | |
| 235 | 45.3 | Road C | 234.4 | Square Meter | |
| 236 | 45.4 | Road D | 114.75 | Square Meter | |
| 237 | 45.5 | Road E | 240.98 | Square Meter | |
| 238 | 45.6 | Road F | 75.76 | Square Meter | |
| 239 | 46 | 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. | |||
| 240 | 46.1 | Road A | 23.72 | Square Meter | |
| 241 | 46.2 | Road B | 23.72 | Square Meter | |
| 242 | 46.3 | Road C | 11.43 | Square Meter | |
| 243 | 46.4 | Road D | 9.47 | Square Meter | |
| 244 | 46.5 | Road E | 5.69 | Square Meter | |
| 245 | 46.6 | Road F | 11.39 | Square Meter | |
| 246 | 47 | White washing 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. | |||
| 247 | 47.1 | Road A | 17.82 | Square Meter | |
| 248 | 47.2 | Road B | 35.64 | Square Meter | |
| 249 | 47.3 | Road C | 53.46 | Square Meter | |
| 250 | 47.4 | Road D | 6.21 | Square Meter | |
| 251 | 47.5 | Road E | 57.6 | Square Meter | |
| 252 | 47.6 | Road F | 67.2 | Square Meter | |
| 253 | 48 | White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 254 | 48.01 | Road A [White Banding] | 3.38 | Square Meter | |
| 255 | 48.02 | Road A [Black Banding] | 1.69 | Square Meter | |
| 256 | 48.03 | Road B [White Banding] | 3.38 | Square Meter | |
| 257 | 48.04 | Road B [Black Banding] | 1.69 | Square Meter | |
| 258 | 48.05 | Road C [White Banding] | 25.88 | Square Meter | |
| 259 | 48.06 | Road C [Black Banding] | 12.94 | Square Meter | |
| 260 | 48.07 | Road D [White Banding] | 43.13 | Square Meter | |
| 261 | 48.08 | Road D [Black Banding] | 21.56 | Square Meter | |
| 262 | 48.09 | Road E [White Banding] | 7.5 | Square Meter | |
| 263 | 48.11 | Road E [Black Banding] | 3.75 | Square Meter | |
| 264 | 48.12 | Road F [White Banding] | 18.75 | Square Meter | |
| 265 | 48.13 | Road F [Black Banding] | 9.38 | Square Meter | |
| 266 | 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. | |||
| 267 | 49.01 | Road A [Lettering 5 to 10 cm] | 503 | Number | |
| 268 | 49.02 | Road A [Lettering 10 to 15 cm] | 29 | Number | |
| 269 | 49.03 | Road B [Lettering 5 to 10 cm] | 496 | Number | |
| 270 | 49.04 | Road B [Lettering 10 to 15 cm] | 29 | Number | |
| 271 | 49.05 | Road C [Lettering 5 to 10 cm] | 635 | Number | |
| 272 | 49.06 | Road C [Lettering 10 to 15 cm] | 23 | Number | |
| 273 | 49.07 | Road D [Lettering 5 to 10 cm] | 372 | Number | |
| 274 | 49.08 | Road D [Lettering 10 to 15 cm] | 48 | Number | |
| 275 | 49.09 | Road E [Lettering 5 to 10 cm] | 773 | Number | |
| 276 | 49.11 | Road E [Lettering 10 to 15 cm] | 75 | Number | |
| 277 | 49.12 | Road F [Lettering 5 to 10 cm] | 172 | Number | |
| 278 | 49.13 | Road F [Lettering 10 to 15 cm] | 46 | Number | |
| 279 | 50 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev.V. No. 111,112,301,305. a) for drains | |||
| 280 | 50.1 | Road A | 255 | Cubic Meter | |
| 281 | 50.2 | Road B | 212 | Cubic Meter | |
| 282 | 50.3 | Road F | 126 | Cubic Meter | |
| 283 | 51 | UPKEEPING ROADS FOR II ND YEAR\nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Berms as per MORTH Rev.V. No.305,407. | |||
| 284 | 51.1 | Road A | 72 | Cubic Meter | |
| 285 | 51.2 | Road B | 30.45 | Cubic Meter | |
| 286 | 51.3 | Road C | 450 | Cubic Meter | |
| 287 | 51.4 | Road D | 117.72 | Cubic Meter | |
| 288 | 51.5 | Road E | 450 | Cubic Meter | |
| 289 | 51.6 | Road F | 129.6 | Cubic Meter | |
| 290 | 52 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 291 | 52.1 | Road A | 2880 | Square Meter | |
| 292 | 52.2 | Road B | 2424 | Square Meter | |
| 293 | 52.3 | Road C | 10800 | Square Meter | |
| 294 | 52.4 | Road D | 6840 | Square Meter | |
| 295 | 52.5 | Road E | 7560 | Square Meter | |
| 296 | 52.6 | Road F | 2940 | Square Meter | |
| 297 | 53 | 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. | |||
| 298 | 53.1 | Road A | 2 | Hrs | |
| 299 | 53.2 | Road B | 8 | Hrs | |
| 300 | 53.3 | Road C | 12 | Hrs | |
| 301 | 53.4 | Road D | 2 | Hrs | |
| 302 | 53.5 | Road E | 12 | Hrs | |
| 303 | 53.6 | Road F | 14 | Hrs | |
| 304 | 54 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 305 | 54.1 | Road A | 74.71 | Square Meter | |
| 306 | 54.2 | Road B | 148.42 | Square Meter | |
| 307 | 54.3 | Road C | 234.4 | Square Meter | |
| 308 | 54.4 | Road D | 114.75 | Square Meter | |
| 309 | 54.5 | Road E | 240.98 | Square Meter | |
| 310 | 54.6 | Road F | 75.76 | Square Meter | |
| 311 | 55 | 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. | |||
| 312 | 55.1 | Road A | 23.72 | Square Meter | |
| 313 | 55.2 | Road B | 23.72 | Square Meter | |
| 314 | 55.3 | Road C | 11.43 | Square Meter | |
| 315 | 55.4 | Road D | 9.47 | Square Meter | |
| 316 | 55.5 | Road E | 5.69 | Square Meter | |
| 317 | 55.6 | Road F | 11.39 | Square Meter | |
| 318 | 56 | 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. | |||
| 319 | 56.1 | Road A | 17.82 | Square Meter | |
| 320 | 56.2 | Road B | 35.64 | Square Meter | |
| 321 | 56.3 | Road C | 53.46 | Square Meter | |
| 322 | 56.4 | Road D | 6.21 | Square Meter | |
| 323 | 56.5 | Road E | 57.6 | Square Meter | |
| 324 | 56.6 | Road F | 67.2 | Square Meter | |
| 325 | 57 | White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 326 | 57.01 | Road A [White Banding] | 3.38 | Square Meter | |
| 327 | 57.02 | Road A [Black Banding] | 1.69 | Square Meter | |
| 328 | 57.03 | Road B [White Banding] | 3.38 | Square Meter | |
| 329 | 57.04 | Road B [Black Banding] | 1.69 | Square Meter | |
| 330 | 57.05 | Road C [White Banding] | 25.88 | Square Meter | |
| 331 | 57.06 | Road C [Black Banding] | 12.94 | Square Meter | |
| 332 | 57.07 | Road D [White Banding] | 43.13 | Square Meter | |
| 333 | 57.08 | Road D [Black Banding] | 21.56 | Square Meter | |
| 334 | 57.09 | Road E [White Banding] | 7.5 | Square Meter | |
| 335 | 57.11 | Road E [Black Banding] | 3.75 | Square Meter | |
| 336 | 57.12 | Road F [White Banding] | 18.75 | Square Meter | |
| 337 | 57.13 | Road F [Black Banding] | 9.38 | Square Meter | |
| 338 | 58 | 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. | |||
| 339 | 58.01 | Road A [Lettering 5 to 10 cm] | 503 | Number | |
| 340 | 58.02 | Road A [Lettering 10 to 15 cm] | 29 | Number | |
| 341 | 58.03 | Road B [Lettering 5 to 10 cm] | 496 | Number | |
| 342 | 58.04 | Road B [Lettering 10 to 15 cm] | 29 | Number | |
| 343 | 58.05 | Road C [Lettering 5 to 10 cm] | 635 | Number | |
| 344 | 58.06 | Road C [Lettering 10 to 15 cm] | 23 | Number | |
| 345 | 58.07 | Road D [Lettering 5 to 10 cm] | 372 | Number | |
| 346 | 58.08 | Road D [Lettering 10 to 15 cm] | 48 | Number | |
| 347 | 58.09 | Road E [Lettering 5 to 10 cm] | 773 | Number | |
| 348 | 58.11 | Road E [Lettering 10 to 15 cm] | 75 | Number | |
| 349 | 58.12 | Road F [Lettering 5 to 10 cm] | 172 | Number | |
| 350 | 58.13 | Road F [Lettering 10 to 15 cm] | 46 | Number | |
| 351 | 59 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev.V. No. 111,112,301,305. a) for drains | |||
| 352 | 59.1 | Road A | 255 | Cubic Meter | |
| 353 | 59.2 | Road B | 212 | Cubic Meter | |
| 354 | 59.3 | Road F | 126 | Cubic Meter | |
| 355 | 60 | UPKEEPING ROADS FOR III ND YEAR\nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Berms as per MORTH Rev.V. No.305,407. | |||
| 356 | 60.1 | Road A | 72 | Cubic Meter | |
| 357 | 60.2 | Road B | 30.45 | Cubic Meter | |
| 358 | 60.3 | Road C | 450 | Cubic Meter | |
| 359 | 60.4 | Road D | 117.72 | Cubic Meter | |
| 360 | 60.5 | Road E | 450 | Cubic Meter | |
| 361 | 60.6 | Road F | 129.6 | Cubic Meter | |
| 362 | 61 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 363 | 61.1 | Road A | 2880 | Square Meter | |
| 364 | 61.2 | Road B | 2424 | Square Meter | |
| 365 | 61.3 | Road C | 10800 | Square Meter | |
| 366 | 61.4 | Road D | 6840 | Square Meter | |
| 367 | 61.5 | Road E | 7560 | Square Meter | |
| 368 | 61.6 | Road F | 2940 | Square Meter | |
| 369 | 62 | 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. | |||
| 370 | 62.1 | Road A | 2 | Hrs | |
| 371 | 62.2 | Road B | 8 | Hrs | |
| 372 | 62.3 | Road C | 12 | Hrs | |
| 373 | 62.4 | Road D | 2 | Hrs | |
| 374 | 62.5 | Road E | 12 | Hrs | |
| 375 | 62.6 | Road F | 14 | Hrs | |
| 376 | 63 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 377 | 63.1 | Road A | 74.71 | Square Meter | |
| 378 | 63.2 | Road B | 148.42 | Square Meter | |
| 379 | 63.3 | Road C | 234.4 | Square Meter | |
| 380 | 63.4 | Road D | 114.75 | Square Meter | |
| 381 | 63.5 | Road E | 240.98 | Square Meter | |
| 382 | 63.6 | Road F | 75.76 | Square Meter | |
| 383 | 64 | 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. | |||
| 384 | 64.1 | Road A | 23.72 | Square Meter | |
| 385 | 64.2 | Road B | 23.72 | Square Meter | |
| 386 | 64.3 | Road C | 11.43 | Square Meter | |
| 387 | 64.4 | Road D | 9.47 | Square Meter | |
| 388 | 64.5 | Road E | 5.69 | Square Meter | |
| 389 | 64.6 | Road F | 11.39 | Square Meter | |
| 390 | 65 | 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. | |||
| 391 | 65.1 | Road A | 17.82 | Square Meter | |
| 392 | 65.2 | Road B | 35.64 | Square Meter | |
| 393 | 65.3 | Road C | 53.46 | Square Meter | |
| 394 | 65.4 | Road D | 6.21 | Square Meter | |
| 395 | 65.5 | Road E | 57.6 | Square Meter | |
| 396 | 65.6 | Road F | 67.2 | Square Meter | |
| 397 | 66 | White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 398 | 66.01 | Road A [White Banding] | 3.38 | Square Meter | |
| 399 | 66.02 | Road A [Black Banding] | 1.69 | Square Meter | |
| 400 | 66.03 | Road B [White Banding] | 3.38 | Square Meter | |
| 401 | 66.04 | Road B [Black Banding] | 1.69 | Square Meter | |
| 402 | 66.05 | Road C [White Banding] | 25.88 | Square Meter | |
| 403 | 66.06 | Road C [Black Banding] | 12.94 | Square Meter | |
| 404 | 66.07 | Road D [White Banding] | 43.13 | Square Meter | |
| 405 | 66.08 | Road D [Black Banding] | 21.56 | Square Meter | |
| 406 | 66.09 | Road E [White Banding] | 7.5 | Square Meter | |
| 407 | 66.11 | Road E [Black Banding] | 3.75 | Square Meter | |
| 408 | 66.12 | Road F [White Banding] | 18.75 | Square Meter | |
| 409 | 66.13 | Road F [Black Banding] | 9.38 | Square Meter | |
| 410 | 67 | 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. | |||
| 411 | 67.01 | Road A [Lettering 5 to 10 cm] | 503 | Number | |
| 412 | 67.02 | Road A [Lettering 10 to 15 cm] | 29 | Number | |
| 413 | 67.03 | Road B [Lettering 5 to 10 cm] | 496 | Number | |
| 414 | 67.04 | Road B [Lettering 10 to 15 cm] | 29 | Number | |
| 415 | 67.05 | Road C [Lettering 5 to 10 cm] | 635 | Number | |
| 416 | 67.06 | Road C [Lettering 10 to 15 cm] | 23 | Number | |
| 417 | 67.07 | Road D [Lettering 5 to 10 cm] | 372 | Number | |
| 418 | 67.08 | Road D [Lettering 10 to 15 cm] | 48 | Number | |
| 419 | 67.09 | Road E [Lettering 5 to 10 cm] | 773 | Number | |
| 420 | 67.11 | Road E [Lettering 10 to 15 cm] | 75 | Number | |
| 421 | 67.12 | Road F [Lettering 5 to 10 cm] | 172 | Number | |
| 422 | 67.13 | Road F [Lettering 10 to 15 cm] | 46 | Number | |
| 423 | 68 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev.V. No. 111,112,301,305. a) for drains | |||
| 424 | 68.1 | Road A | 255 | Cubic Meter | |
| 425 | 68.2 | Road B | 212 | Cubic Meter | |
| 426 | 68.3 | Road F | 126 | Cubic Meter | |
| 427 | 69 | UPKEEPING ROADS FOR IVth YEAR\nTack 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 as per clause 503 - over bituminous surfaces as per MORTH Rev.V. No.111,112, 503,900. | |||
| 428 | 69.1 | Road A | 180 | Square Meter | |
| 429 | 69.2 | Road B | 240 | Square Meter | |
| 430 | 69.3 | Road C | 504.19 | Square Meter | |
| 431 | 69.4 | Road D | 363 | Square Meter | |
| 432 | 69.5 | Road E | 382.5 | Square Meter | |
| 433 | 69.6 | Road F | 289.05 | Square Meter | |
| 434 | 70 | 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) 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 as per MORTH Rev.V No.111,112,507,900 | |||
| 435 | 70.1 | Road A | 10.56 | Cubic Meter | |
| 436 | 70.2 | Road B | 10.56 | Cubic Meter | |
| 437 | 70.3 | Road C | 15.13 | Cubic Meter | |
| 438 | 70.4 | Road D | 10.89 | Cubic Meter | |
| 439 | 70.5 | Road E | 11.48 | Cubic Meter | |
| 440 | 70.6 | Road F | 8.67 | Cubic Meter | |
| 441 | 71 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Berms as per MORTH Rev.V. No.305,407. | |||
| 442 | 71.1 | Road A | 72 | Cubic Meter | |
| 443 | 71.2 | Road B | 30.45 | Cubic Meter | |
| 444 | 71.3 | Road C | 450 | Cubic Meter | |
| 445 | 71.4 | Road D | 117.72 | Cubic Meter | |
| 446 | 71.5 | Road E | 450 | Cubic Meter | |
| 447 | 71.6 | Road F | 129.6 | Cubic Meter | |
| 448 | 72 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 449 | 72.1 | Road A | 2880 | Cubic Meter | |
| 450 | 72.2 | Road B | 2424 | Cubic Meter | |
| 451 | 72.3 | Road C | 10800 | Cubic Meter | |
| 452 | 72.4 | Road D | 6840 | Cubic Meter | |
| 453 | 72.5 | Road E | 7560 | Cubic Meter | |
| 454 | 72.6 | Road F | 2940 | Cubic Meter | |
| 455 | 73 | 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. | |||
| 456 | 73.1 | Road A | 2 | Hrs | |
| 457 | 73.2 | Road B | 8 | Hrs | |
| 458 | 73.3 | Road C | 12 | Hrs | |
| 459 | 73.4 | Road D | 2 | Hrs | |
| 460 | 73.5 | Road E | 12 | Hrs | |
| 461 | 73.6 | Road F | 14 | Hrs | |
| 462 | 74 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 463 | 74.1 | Road A | 74.71 | Square Meter | |
| 464 | 74.2 | Road B | 148.42 | Square Meter | |
| 465 | 74.3 | Road C | 234.4 | Square Meter | |
| 466 | 74.4 | Road D | 114.75 | Square Meter | |
| 467 | 74.5 | Road E | 240.98 | Square Meter | |
| 468 | 74.6 | Road F | 75.76 | Square Meter | |
| 469 | 75 | 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. | |||
| 470 | 75.1 | Road A | 23.72 | Square Meter | |
| 471 | 75.2 | Road B | 23.72 | Square Meter | |
| 472 | 75.3 | Road C | 11.43 | Square Meter | |
| 473 | 75.4 | Road D | 9.47 | Square Meter | |
| 474 | 75.5 | Road E | 5.69 | Square Meter | |
| 475 | 75.6 | Road F | 11.39 | Square Meter | |
| 476 | 76 | 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. | |||
| 477 | 76.1 | Road A | 17.82 | Square Meter | |
| 478 | 76.2 | Road B | 35.64 | Square Meter | |
| 479 | 76.3 | Road C | 53.46 | Square Meter | |
| 480 | 76.4 | Road D | 6.21 | Square Meter | |
| 481 | 76.5 | Road E | 57.6 | Square Meter | |
| 482 | 76.6 | Road F | 67.2 | Square Meter | |
| 483 | 77 | White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 484 | 77.01 | Road A [White Banding] | 3.38 | Square Meter | |
| 485 | 77.02 | Road A [Black Banding] | 1.69 | Square Meter | |
| 486 | 77.03 | Road B [White Banding] | 3.38 | Square Meter | |
| 487 | 77.04 | Road B [Black Banding] | 1.69 | Square Meter | |
| 488 | 77.05 | Road C [White Banding] | 25.88 | Square Meter | |
| 489 | 77.06 | Road C [Black Banding] | 12.94 | Square Meter | |
| 490 | 77.07 | Road D [White Banding] | 43.13 | Square Meter | |
| 491 | 77.08 | Road D [Black Banding] | 21.56 | Square Meter | |
| 492 | 77.09 | Road E [White Banding] | 7.5 | Square Meter | |
| 493 | 77.11 | Road E [Black Banding] | 3.75 | Square Meter | |
| 494 | 77.12 | Road F [White Banding] | 18.75 | Square Meter | |
| 495 | 77.13 | Road F [Black Banding] | 9.38 | Square Meter | |
| 496 | 78 | 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. | |||
| 497 | 78.01 | Road A [Lettering 5 to 10 cm] | 503 | Number | |
| 498 | 78.02 | Road A [Lettering 10 to 15 cm] | 29 | Number | |
| 499 | 78.03 | Road B [Lettering 5 to 10 cm] | 496 | Number | |
| 500 | 78.04 | Road B [Lettering 10 to 15 cm] | 29 | Number | |
| 501 | 78.05 | Road C [Lettering 5 to 10 cm] | 635 | Number | |
| 502 | 78.06 | Road C [Lettering 10 to 15 cm] | 23 | Number | |
| 503 | 78.07 | Road D [Lettering 5 to 10 cm] | 372 | Number | |
| 504 | 78.08 | Road D [Lettering 10 to 15 cm] | 48 | Number | |
| 505 | 78.09 | Road E [Lettering 5 to 10 cm] | 773 | Number | |
| 506 | 78.11 | Road E [Lettering 10 to 15 cm] | 75 | Number | |
| 507 | 78.12 | Road F [Lettering 5 to 10 cm] | 172 | Number | |
| 508 | 78.13 | Road F [Lettering 10 to 15 cm] | 46 | Number | |
| 509 | 79 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev.V. No. 111,112,301,305. a) for drains | |||
| 510 | 79.1 | Road A | 255 | Cubic Meter | |
| 511 | 79.2 | Road B | 212 | Cubic Meter | |
| 512 | 79.3 | Road F | 126 | Cubic Meter | |
| 513 | 80 | UPKEEPING ROADS FOR V TH YEAR\nTack 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 as per clause 503 - over bituminous surfaces as per MORTH Rev.V. No.111,112, 503,900. | |||
| 514 | 80.1 | Road A | 300 | Square Meter | |
| 515 | 80.2 | Road B | 300 | Square Meter | |
| 516 | 80.3 | Road C | 840.31 | Square Meter | |
| 517 | 80.4 | Road D | 605 | Square Meter | |
| 518 | 80.5 | Road E | 637.5 | Square Meter | |
| 519 | 80.6 | Road F | 481.75 | Square Meter | |
| 520 | 81 | 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) 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 as per MORTH Rev.V No.111,112,507,900 | |||
| 521 | 81.1 | Road A | 17.6 | Cubic Meter | |
| 522 | 81.2 | Road B | 17.6 | Cubic Meter | |
| 523 | 81.3 | Road C | 25.21 | Cubic Meter | |
| 524 | 81.4 | Road D | 18.15 | Cubic Meter | |
| 525 | 81.5 | Road E | 19.13 | Cubic Meter | |
| 526 | 81.6 | Road F | 14.45 | Cubic Meter | |
| 527 | 82 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Berms as per MORTH Rev.V. No.305,407. | |||
| 528 | 82.1 | Road A | 72 | Cubic Meter | |
| 529 | 82.2 | Road B | 30.45 | Cubic Meter | |
| 530 | 82.3 | Road C | 450 | Cubic Meter | |
| 531 | 82.4 | Road D | 117.72 | Cubic Meter | |
| 532 | 82.5 | Road E | 450 | Cubic Meter | |
| 533 | 82.6 | Road F | 129.6 | Cubic Meter | |
| 534 | 83 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 535 | 83.1 | Road A | 2880 | Hrs | |
| 536 | 83.2 | Road B | 2424 | Hrs | |
| 537 | 83.3 | Road C | 10800 | Hrs | |
| 538 | 83.4 | Road D | 6840 | Hrs | |
| 539 | 83.5 | Road E | 7560 | Hrs | |
| 540 | 83.6 | Road F | 2940 | Hrs | |
| 541 | 84 | 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. | |||
| 542 | 84.1 | Road A | 2 | Hrs | |
| 543 | 84.2 | Road B | 8 | Hrs | |
| 544 | 84.3 | Road C | 12 | Hrs | |
| 545 | 84.4 | Road D | 2 | Hrs | |
| 546 | 84.5 | Road E | 12 | Hrs | |
| 547 | 84.6 | Road F | 14 | Hrs | |
| 548 | 85 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 549 | 85.1 | Road A | 74.71 | Square Meter | |
| 550 | 85.2 | Road B | 148.42 | Square Meter | |
| 551 | 85.3 | Road C | 234.4 | Square Meter | |
| 552 | 85.4 | Road D | 114.75 | Square Meter | |
| 553 | 85.5 | Road E | 240.98 | Square Meter | |
| 554 | 85.6 | Road F | 75.76 | Square Meter | |
| 555 | 86 | 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. | |||
| 556 | 86.1 | Road A | 23.72 | Square Meter | |
| 557 | 86.2 | Road B | 23.72 | Square Meter | |
| 558 | 86.3 | Road C | 11.43 | Square Meter | |
| 559 | 86.4 | Road D | 9.47 | Square Meter | |
| 560 | 86.5 | Road E | 5.69 | Square Meter | |
| 561 | 86.6 | Road F | 11.39 | Square Meter | |
| 562 | 87 | 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. | |||
| 563 | 87.1 | Road A | 17.82 | Square Meter | |
| 564 | 87.2 | Road B | 35.64 | Square Meter | |
| 565 | 87.3 | Road C | 53.46 | Square Meter | |
| 566 | 87.4 | Road D | 6.21 | Square Meter | |
| 567 | 87.5 | Road E | 57.6 | Square Meter | |
| 568 | 87.6 | Road F | 67.2 | Square Meter | |
| 569 | 88 | White banding with White cem & Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 570 | 88.01 | Road A [White Banding] | 3.38 | Square Meter | |
| 571 | 88.02 | Road A [Black Banding] | 1.69 | Square Meter | |
| 572 | 88.03 | Road B [White Banding] | 3.38 | Square Meter | |
| 573 | 88.04 | Road B [Black Banding] | 1.69 | Square Meter | |
| 574 | 88.05 | Road C [White Banding] | 25.88 | Square Meter | |
| 575 | 88.06 | Road C [Black Banding] | 12.94 | Square Meter | |
| 576 | 88.07 | Road D [White Banding] | 43.13 | Square Meter | |
| 577 | 88.08 | Road D [Black Banding] | 21.56 | Square Meter | |
| 578 | 88.09 | Road E [White Banding] | 7.5 | Square Meter | |
| 579 | 88.11 | Road E [Black Banding] | 3.75 | Square Meter | |
| 580 | 88.12 | Road F [White Banding] | 18.75 | Square Meter | |
| 581 | 88.13 | Road F [Black Banding] | 9.38 | Square Meter | |
| 582 | 89 | 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. | |||
| 583 | 89.01 | Road A [Lettering 5 to 10 cm] | 503 | Number | |
| 584 | 89.02 | Road A [Lettering 10 to 15 cm] | 29 | Number | |
| 585 | 89.03 | Road B [Lettering 5 to 10 cm] | 496 | Number | |
| 586 | 89.04 | Road B [Lettering 10 to 15 cm] | 29 | Number | |
| 587 | 89.05 | Road C [Lettering 5 to 10 cm] | 635 | Number | |
| 588 | 89.06 | Road C [Lettering 10 to 15 cm] | 23 | Number | |
| 589 | 89.07 | Road D [Lettering 5 to 10 cm] | 372 | Number | |
| 590 | 89.08 | Road D [Lettering 10 to 15 cm] | 48 | Number | |
| 591 | 89.09 | Road E [Lettering 5 to 10 cm] | 773 | Number | |
| 592 | 89.11 | Road E [Lettering 10 to 15 cm] | 75 | Number | |
| 593 | 89.12 | Road F [Lettering 5 to 10 cm] | 172 | Number | |
| 594 | 89.13 | Road F [Lettering 10 to 15 cm] | 46 | Number | |
| 595 | 90 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev.V. No. 111,112,301,305. a) for drains | |||
| 596 | 90.1 | Road A | 255 | Cubic Meter | |
| 597 | 90.2 | Road B | 212 | Cubic Meter | |
| 598 | 90.3 | Road F | 126 | Cubic Meter | |
| 599 | 91 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 600 | 91.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 601 | 91.2 | Add GST at 12% | 1 | (B) | |
| 602 | 91.3 | Total Value put to Tender | 1 | (A+B) | |
| 603 | 91.4 | Quoted value | 1 | (D) | |
| 604 | 91.5 | Final Quoted Value | 1 | (E) | |
| 605 | 91.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
| 606 | 91.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
AI Tender Summary
Tender Timeline
Sep 14, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 16, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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