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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-07-2021 | Time Extension | Date | 28-07-2021 |
| Name of work : Construction of ROB in lieu of existing LC No.47 in between Guduvancherry and Singaperumalkoil Railway Stations | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per section 300 of MORT&H Specifications (V Revision). | BI01010001010000000000000515BI0100001112 | 13574 | Cum |
| 2 | 2 | Plain Cement Concrete M15 Nominal/Design mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and p.lants and incidental charges, etc., complete, as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision).. for Levelling course. | BI01010001010000000000000515BI0100001118 | 442.74 | Cum |
| 3 | 3 | Vibrated Reinforced cement concrete M30using 20MM ISS HBGS metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site farm work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). | BI01010001010000000000000515BI0100001119 | 5223 | Cum |
| 4 | 4 | Vibrated Reinforced Cement Concrete M30 (Design mix), using 20MM ISS graded HBG graded metal including cost of cement at site, including formwork and centering, Height 0-5m and 5m to 10m, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete, as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for COLUMN PIER BELOW G.L | BI01010001010000000000000515BI0100001120 | 209 | Cum |
| 5 | 5 | Vibrated Reinforced Cement Concrete M30 (Design mix), using 20MM ISS graded HBG graded metal including cost of cement at site, including formwork and centering, Height 0-5m and 5m to 10m, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete, as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for COLUMN PIER ABOVE G.L | BI01010001010000000000000515BI0100001121 | 765 | Cum |
| 6 | 6 | Vibrated Reinforced Cement Concrete M30 (Design mix), using 20MM ISS graded HBG graded metal including cost of cement at site, including formwork and centering, Height 0-5m and 5m to 10m, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete, as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for CAPPING BEAM | BI01010001010000000000000515BI0100001122 | 1250 | Cum |
| 7 | 7 | Vibrated Reinforced Cement Concrete M30 (Design mix), using 20MM ISS graded HBG graded metal including cost of cement at site, including formwork and centering, Height 0-5m and 5m to 10m, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete, as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for BED BLOCK CUM DIRT WALL OVER ABUTMENT. | BI01010001010000000000000515BI0100001123 | 33 | Cum |
| 8 | 8 | Vibrated Reinforced Cement Concrete M30 (Design mix) using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for Pedestal. | BI01010001010000000000000515BI0100001124 | 48.6 | Cum |
| 9 | 9 | Supplying fitting and fixing in position true to line and level Pot -PTFE bearing consisting of a metal piston supported by a dice or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC : 83 Parts I , II & III respectively and other parts conforming to BS: 5400, Sections 9.1 & 9.2 and clause 2006 of MORT&H Specifications complete as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision)..(vertical capacity) | BI01010001010000000000000515BI0100001125 | ||
| 10 | 9.01 | Ramp | BI01010001010000000000000515BI0100001126 | 80 | Nos |
| 11 | 9.02 | Rotary | BI01010001010000000000000515BI0100001127 | 128 | Nos |
| 12 | 10 | Vibrated Reinforced Cement Concrete M30 (Design mix) using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for T-Beam | BI01010001010000000000000515BI0100001128 | 3673 | Cum |
| 13 | 11 | Vibrated Reinforced Cement Concrete M30 (Design mix) using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for Deck slab. | BI01010001010000000000000515BI0100001129 | 2698 | Cum |
| 14 | 12 | Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per section 1600 of MORT&H Specifications (V Revision). Fe-500 D. | BI01010001010000000000000515BI0100001130 | ||
| 15 | 12.01 | Upto 16mm dia | BI01010001010000000000000515BI0100001131 | 1650 | MT |
| 16 | 12.02 | Above 16mm dia | BI01010001010000000000000515BI0100001132 | 1372 | MT |
| 17 | 13 | Vibrated Cement Concrete M-30, Grade, Design Mix, using 65% of 25mm, 25% of 12mm and 10% of 6mm IRC size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing 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 coat of 75mm uniform thickness over deck slab, approach slab, and dirt wall as per cl 2702.2 of MORT&H specification (V Revision). | BI01010001010000000000000515BI0100001133 | 931 | Cum |
| 18 | 14 | Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete. as per section 2705 of MORT&H Specifications (V Revision). as per ANNEXURE X, SL NO 3 of SOR 2020-21. | BI01010001010000000000000515BI0100001134 | 182 | Nos |
| 19 | 15 | Supply and fixing best quality PVC drain pipes [Class-A] 6 Kg/m2 of 160mm dia including necessary specials such as elbow, Tee, etc. including cutting, threading, jointing for providing bends at ends and Tees in the middle, including cost of fixing clamps including cost and conveyance of pipe specials, labour charges for fixing in position vertically in trestle portion and all other incidental charges, etc. complete as per IS 4985.\n | BI01010001010000000000000515BI0100001135 | 2730 | Rm |
| 20 | 16 | Vibrated Reinforced cement concrete M40 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification for CRASH BARRIER. as per section 811, 1700 & 2703.3 of MORT&H Specifications (V Revision). | BI01010001010000000000000515BI0100001136 | 1045 | Cum |
| 21 | 17 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) as per specifications and section 2600 of MORT&H Specifications (V Revision). | BI01010001010000000000000515BI0100001137 | 653 | Rm |
| 22 | 18 | RE WALL and RETAINING WALL | BI01010001010000000000000515BI0100001138 | ||
| 23 | 18.1 | Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per section 300 of MORT&H Specifications (V Revision). | BI01010001010000000000000515BI0100001139 | 2890 | Cum |
| 24 | 19 | Plain Cement Concrete M15 Nominal/Design mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and p.lants and incidental charges, etc., complete, as per section 1500, 1700 & 2704 of MORT&H Specifications (V Revision). for Levelling course. | BI01010001010000000000000515BI0100001140 | 153 | Cum |
| 25 | 20 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm &12mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2704 of MORT&H Specifications (V Revision)for FOOTINGS OF RCC RETAINING WALLS. | BI01010001010000000000000515BI0100001141 | 144 | Cum |
| 26 | 21 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm &12mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS | BI01010001010000000000000515BI0100001142 | 370 | Cum |
| 27 | 22 | REINFORCED SOIL WALL (FACIA) works Left ,Right and Center side including below GL & behind abutment -Providing PCC M15 GRADE panel base levelling pad & kerb concrete etc,providing casting of precast facia elements of 180mm thick in RCC M 35 GRADE concrete as per specifications given including positive connections, joints, fitting, Geo Strips/Grid soil reinforcing elements, geotextile, erection of facia and laying of soil reinforcing elements, along with necessary in situ concrete works for foundation pad as well as coping beam (M30) with reinforcement and providing half perforated drain 110mm dia pipes wrapped with geotextile behind the wall as needed for necessary drainage arrangements with outlets etc including cost of filling and filler media levelling the ground laying the base concrete course for fixing facia etc complete as specified / manufactures requirements and as per MORT&H specifications 3100, BS8006 (latest version), IRC SP:102-2014 and additional specification | BI01010001010000000000000515BI0100001143 | 4899 | Sqm |
| 28 | 23 | Filing with Suitable material from the approved source as directed by the departmental officers with not less than CBR 8% including the cost and conveyance of material to site spreading the Suitable material Uniformity in layers of not exceeding 250mm thick as directed by departmental officers including the compaction each layers to the required density in accordance with IS 2720 Part VII at 98% proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range or 1% above and 2.5 below the OMC determined and plastically indes value of not more than 20 and liquid limit value not greater than 40 in accordance with IS2720 using required capacity rollers in order to achieve the required density in layers including watering with all leads for water and finishing the surface to line and grades, sections as directed by the departmental officers and including hire charges and running charges for rollers and all other tools and plants employed for the work and all labour charges widening embankment including the compacting the original ground with the power rollers etc complete. as per IRC :SP:102-2014. | BI01010001010000000000000515BI0100001144 | 16826.4 | Cum |
| 29 | 24 | Filing with earth from the approved source as directed by the departmental officers with not less than CBR 5% including the cost and conveyance of earth to site spreading the Earth Uniformity in layers of not exceeding 250mm thick as directed by departmental officers including the compaction each layers to the required density in accordance with IS 2720 Part VII at 95% proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range or 1% above and 2.5 below the OMC determined and plastically indes value of not more than 20 and liquid limit value not greater than 40 in accordance with IS2720 using required capacity rollers in order to achieve the required density in layers including watering with all leads for water and finishing the surface to line and grades, sections as directed by the departmental officers and including hire charges and running charges for rollers and all other tools and plants employed for the work and all labour charges widening embankment including the compacting the original ground with the power rollers etc complete | BI01010001010000000000000515BI0100001145 | 8665 | Cum |
| 30 | 25 | Vibrated Reinforced cement concrete M30 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying and curing concrete, hire charges for tools and plants including shoring, shutting etc., completeas per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for Deck slab. for Friction Slab | BI01010001010000000000000515BI0100001146 | 716 | Cum |
| 31 | 26 | Vibrated Reinforced cement concrete M30 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision). for Deck slab. for Approach slab | BI01010001010000000000000515BI0100001147 | 101 | Cum |
| 32 | 27 | Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per section 1600 of MORT&H Specifications (V Revision) Fe-500 D. | BI01010001010000000000000515BI0100001148 | 152 | MT |
| 33 | 28 | ROAD WORKS | BI01010001010000000000000515BI0100001149 | ||
| 34 | 28.1 | Construction of embankment using suitable earth material the approved source as directed by the departmental officers with not less than CBR 5% including the cost and conveyance of earth to site spreading the Earth Uniformity in layers of not exceeding 250mm thick as directed by departmental officers including the compaction each layers to the required density in accordance with IS 2720 Part VII at 95% proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range or 1% above and 2.5 below the OMC determined and plastically indes value of not more than 20 and liquid limit value not greater than 40 in accordance with IS2720 using required capacity rollers in order to achieve the required density in layers including watering with all leads for water and finishing the surface to line and grades, sections as directed by the departmental officers and including hire charges and running charges for rollers and all other tools and plants employed for the work and all labour charges widening embankment including the compacting the original ground with the power rollers etc complete | BI01010001010000000000000515BI0100001150 | 1657.5 | Cum |
| 35 | 29 | Construction of sub – grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site ,spreading, grading to required slope and compacted to meet requirement of table No.300-2 technical specifications and as per technical specifications and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001151 | 9135 | Cum |
| 36 | 30 | 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 | BI01010001010000000000000515BI0100001152 | 7143 | Cum |
| 37 | 31 | 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. | BI01010001010000000000000515BI0100001153 | 6378 | Cum |
| 38 | 32 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 7 kg/10 sqm using mechanical means. | BI01010001010000000000000515BI0100001154 | 25509 | Sqm |
| 39 | 33 | Providing and applying Tack coat with bitumen emulsion on WMM surface (treated with primer) using 2.5 kg/10 sqm of Bitumen emulsion (RS-1) for preparatory to another Bituminous construction over it including cost of material, labour charges rental for machinery fuel and all other incidentail charges all complete as per technical specifications and as directed by the Engineer-in-charge. as per clause 503 of MoRTH V Rev. | BI01010001010000000000000515BI0100001155 | 25509 | Sqm |
| 40 | 33.1 | Providing and applying Tack coat with bitumen emulsion over existing BT surafce using 2.0 kg/10 sqm of Bitumen emulsion (RS-1) for preparatory to another Bituminous construction over it including cost of material, labour charges rental for machinery fuel and all other incidentail charges all complete as per technical specifications and as directed by the Engineer-in-charge. as per clause 503 of MoRTH V Rev. | BI01010001010000000000000515BI0100001156 | 15817 | Sqm |
| 41 | 34 | Providing and laying Dense Bituminous Macadam with Central Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by JMF by weight of total mix, 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 (50-75 mm thick) using Sensor Paver up to 9.00 m. | BI01010001010000000000000515BI0100001157 | 3572 | Cum |
| 42 | 35 | Providing and laying bituminous concrete 40mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 509 complete in all respects | BI01010001010000000000000515BI0100001158 | 1021 | Cum |
| 43 | 36 | Box Culvert | BI01010001010000000000000515BI0100001159 | ||
| 44 | 36.1 | Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Box culvert | BI01010001010000000000000515BI0100001160 | 2634 | Cum |
| 45 | 37 | Providing and laying PCC M15 Grade for Levelling Course, mechanically mixed and compacted, including centering and shuttering all complete as per drawings and Technical specifications and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001161 | 97 | Cum |
| 46 | 38 | Vibrated Reinforced Cement Concrete M30 (Design Mix) grade 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, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Box culvert | BI01010001010000000000000515BI0100001162 | 893.25 | Cum |
| 47 | 39 | Supply and fabrication of HYSD Bars Grade Fe -500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete | BI01010001010000000000000515BI0100001163 | 64.52 | MT |
| 48 | 40 | Road Furnitures | BI01010001010000000000000515BI0100001164 | ||
| 49 | 40.1 | Traffic Signs and Road Marking and Others:Providing and fixing of retro-reflectorized cautionary, mandatory and informatory sign (without definition Board) made out of high intensity prismatic grade sheeting conforming to Type- V Standards of IRC- 67: 2012 and ASTM D 4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed over a back supporting frame of 25mm x 25mmx3mm mild steel angle and supported on a mild steel angle post 75mm X 75mm X 6mm with a clear height of not less than 2.1m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC-67 : 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm, size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory condition of the work as directed by the Engineer-in-charge. High intensity Rectro - Reflector sheet shall consist of minimum coefficient of Rectro-Reflection as per Table 6.6 of IRC-67 : 2012. The Rectro- Reflective sheeting shall be covered under 7 years warranty Issued for field performance and a certified copy of 3 years out door exposure report shall be obtained as per IRC-67: 2012 (as per MoRT&H specification No.801)\n | BI01010001010000000000000515BI0100001165 | 242 | Nos |
| 50 | 41 | Providing and fixing reflective road studs of Category A raised pavement markers made out of poly carbonate methacrylate / ABS molded body confirming to ASTM D788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No. RW / NH 33023 / 10 / 97- DO III Dt 11.06.97 and the height , width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35+/- 5 degree. Each reflector shall have a CIL not less than values specified in Table-2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufactures recommendation and complete as directed by the engineer. The markers shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MoRT&H specification 804 etc, complete. \n\n | BI01010001010000000000000515BI0100001166 | 3544 | Nos |
| 51 | 42 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100cm high above ground level, painted at alternatively black and white in 15cm wide strips, fitted with 80 x 100mm rectangular or 75mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming to IRC-79, etc., complete (as per MoRT&H specification No.806) \n | BI01010001010000000000000515BI0100001167 | 1000 | Nos |
| 52 | 43 | Solar Raised Pavement Marker / sholar Road Stud Supplying and fixing of solar Raised Pavement Markers made of polycarbonate molded body, solar powered, LED self-illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capablle of providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063:1987 Category 2 and should withstand temperatures in the range of -7 C to 70 C. Flashing rate and color of lighting is to be provided as per requirement. There shoud be minimum current losses of less than than 20 mico-amperes in sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10 mm X 100 mm X 100 mm. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and compressive strength as per MORTH circular shall ne obtained from he manufacturer and shbmuitted to the engineer-in-charge. Two years Warranty Certificate for Solar RPM for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress ahall be obtained from the Manufacturer b the contrator and submitted to the engineer-in- charge.\" | BI01010001010000000000000515BI0100001168 | 100 | Nos |
| 53 | 44 | \"Rigid Mediam Marker \nProviding and Fixing of Rigid Median Marker double sided made of tough, high impact resistant, injection-molded, thermplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 20cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched lzod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injetion molding process. The Median Marker shell have rectangular-shaped, florescent yelow color retor-reflective sheeting of size not less then 8.5cm*8.5cm and with fully refletive micrp prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflcations reflectivity values. The retro-reflective sheetin shall be both side of th median Marker and shall be edge protected witgh on exposed edges which will pervent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesve and grouting.\" \n | BI01010001010000000000000515BI0100001169 | 700 | Nos |
| 54 | 45 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803.\" | BI01010001010000000000000515BI0100001170 | 1766 | Sqm |
| 55 | 46 | Providing and fixing of Digitally Printed Retro-Reflectorized Overhead Cantilever Gantry Informatory Sign Board made out of cube corner Micro Prismatic grade sheeting of Type XI standards of IRC67 - 2012 and ASTM D 4956 - 09 specification, Digitally Printed using Latex Printer for traffic color logos/ text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2mm thick aluminum sheet with back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on a vertical post of 300 NB (Nominal Bore) MS pipe of 12 mm thick with a ground clearance of 6meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20 mm thick support posts. The sign board should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed substructure and foundation with Reinforced Cement Concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80m x 1.80m x 0.30m) with Fe 500 steel over Plain Cement Concrete M15 grade levelling course of 100 mm thick. The minimum depth of foundation shall not be less than 2.00m. 1 number of MS Base plate of size 1200mm x 1200mm x 25mm with Anchor bolts of 25mm dia and 1000mm length, 2 numbers of MS Top plates of size 900mm x 2100mm x 16mm with suitable bolts, nuts and washers, suitable numbers of MS stiffener plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials, equipment, machinery and labour with all | BI01010001010000000000000515BI0100001171 | 3 | Nos |
| 56 | 47 | Painting two coats of ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including all charges for materials, brush ,necessary plaster of paris putty, wherever required etc., including all charges for painting at heights complying with standard specification. | BI01010001010000000000000515BI0100001172 | 47555.3 | Sqm |
| 57 | 48 | RCC DRAIN | BI01010001010000000000000515BI0100001173 | ||
| 58 | 48.1 | Earthwork excavation for foundation of Breast wall and Drains in ordinary rock as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of slumps and other deleterious metter, dressing of sides and bottom and backfilling with approved material all complete as per Technical specfications and as directed by the Engineer - in - Charge.Earthwork Excavation | BI01010001010000000000000515BI0100001174 | 8161.02 | Cum |
| 59 | 49 | Providing and laying Plain cement Concrete, M15 grade Mechanically mixed and compacted, including centering and shuttering, all complete as per drawings and Technical specifications and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001175 | 481 | Cum |
| 60 | 50 | Supply and fabrication of HYSD Bars Grade FE -500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete | BI01010001010000000000000515BI0100001176 | 292 | MT |
| 61 | 51 | Providing and Laying Reinforced Cement Concrete of M25 grade (Design Mix) for drain including top slab including cenetering and shuttering but exculding cost of reinforcement, all complete as per drawing and Technical specifications and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001177 | 3201 | Cum |
| 62 | 52 | Providing PVC Drain Pipes of 100mm dia(6kg.per sq.cm),to drain of surface water in to drain complete as per technical specifications and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001178 | 355 | Nos |
| 63 | 53 | Manufacturing, Supplying and fixing of FRC Man holes slab 600 mm dia of EHD - 35 (Extra Heavy Duty) ( perforated) as per BIS: 12592 (pat 1&2) and delivery of manholes covers and frames with ISI marking anywhere in Tamil Nadu including loading and unloading and stacking at site including labour charges for fixing in position as per standard specifications. | BI01010001010000000000000515BI0100001179 | 349 | Nos |
| 64 | 54 | Rain Water Harvesting | BI01010001010000000000000515BI0100001180 | ||
| 65 | 54.01 | Supply and fixing of best quality Cast Iron drain pipes [Class - A] of 250 mm dia including necessary specials such as elbow, Tee, etc. including cutting, threading, jointing, including cost of pipe specials, labour charges for fixing in position vertically and horizontally in trestle portion and all other incidental charges, etc. complete for connecting between collection chamber and rain water harvesting well | BI01010001010000000000000515BI0100001181 | 216 | RM |
| 66 | 55 | Providing and laying of 151 class NP3 pipe of best quality of 1000mm dia [to be supplied by the contractor] including necessary specials including threading, jointing including cost and conveyance of pipe specials, labour charges for fixing in position and all other incidental charges,etc., complete for pipes | BI01010001010000000000000515BI0100001182 | 45 | RM |
| 67 | 56 | Filling with river sand including cost and conveyance of all materials and stacking at site to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for CI pipe pit and Rain later harvesting well | BI01010001010000000000000515BI0100001183 | 15 | Cum |
| 68 | 57 | Filling with pebbles as per specifications Including cost and conveyance of all materials and including labour charges for laying,handling and filling in layers of not more than 500mm thick complete for rainwater harvesting well foundations. | BI01010001010000000000000515BI0100001184 | 22 | Cum |
| 69 | 58 | Kerb | BI01010001010000000000000515BI0100001185 | ||
| 70 | 58.1 | Cement concrete M15 mix using 20 mm ISS HBG metal including cost and conveyance of all materials to work site and cement at site including all labour charges for mixing concrete,laying ,hire charges for tools and plantscompacting curing with all leads for water, all other incidential charges for foundation of median as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision) | BI01010001010000000000000515BI0100001186 | 170 | Cum |
| 71 | 59 | Providing and Laying Reinforced Cement Concrete of M25 grade (Design Mix) Safety Kerb iincluding centering and shuttering but exculding cost of reinforcement, all complete as per drawing and Technical specifications and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001187 | 158.18 | Cum |
| 72 | 60 | Providing and Laying Reinforced Cement Concrete of M40 grade (Design Mix) crash barrier type Safety Kerb including centering and shuttering but exculding cost of reinforcement, all complete as per drawing and Technical specifications and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001188 | 211 | Cum |
| 73 | 61 | Miscellaneous work | BI01010001010000000000000515BI0100001189 | ||
| 74 | 61.1 | Dismantling of existing reinforced cement concrete structures including T&P and scaffolding wherever necessary, sorting the dismantling material, disposal of unserviceable materials and stacking the serviceable material with all lifts and lead of 1000 mts as per technical specifications and as directed by the Engineer-in-charge.(SOR - Sl.No 35A. Sch No 38) | BI01010001010000000000000515BI0100001190 | 1021 | Cum |
| 75 | 62 | Providing and laying of a reinforced cement concrte pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granualr material over top and sides of RCC pipes as per IRC :98-1997, Beebed on a 0.3 m thick layar of Granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ductsall as per : 98-1997 and approved drawings. | BI01010001010000000000000515BI0100001191 | 136 | RM |
| 76 | 63 | Sub Total Bid Price (in figures) | item6 | 1 | Nos |
| 77 | 64 | GST @ 12% of above all Schedules (in figures) | item7 | 1 | Nos |
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