| 1 | 1 | Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 PILE CAP UNDER ABUTMENTS AND PIERS AND FOOTINGS OF RETAINING WALLS. | | 8598 | Cum |
|---|
| 2 | 2 | Reinforced cement concrete cast-in-situ bored piles of 1200 mm diameter M-35 grade Design Mix using 20mm ISS size graded HBG metal with minimum cement content of 400kg per cu.m maximum water cement ratio of 0.4 and slump of 150 - 200mm by tremie concreting including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel including placing of reinforcement in position, concreting, including all labour charges for driving or boring, mobilisation of piling equipment and other accesssories required for driving the pile, cost of Bentonite solution and the temporary liners, chiselling and including forming of working platform over the river bed for accommodating piling eqipments including working platform, cost of test piles both initial and routine test for vertical loads and horizontal loads, forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for the casting the pile caps, including diversion of water course if necessary and all other incidental charges tec., complete as per standard specifications etc., complete for PILES UNDER ABUTMENTS, RETURNS & PIERS. as per section 1100 &1700 of MORT&H Specification. \n | | 522 | Rm |
|---|
| 3 | 3 | Providing and driving in position permanet M.S liner for piles from bottom of pilecap as per IRC 78-2014 Cl 709.1.4 (for estimate purpose) including cost of liners and fabricating , welded constrcution with consumables, labour and plants and driving M.S 6mm thick liner to be left permanently with the pile shaft as per the requirement and as per the specifications and placing them in position with all leads and lifts etc., complete as per Section 1100 & 1600 of MORT&H Specification (V Revision) | | 22 | MT |
|---|
| 4 | 4 | Vibrated Cement Concrete of grade M-15, Nominal Mix, 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW PILE CAP UNDER ABUTMENTS, WINGS AND PIERS, RE WALL, RETAINING WALL. as per section 1100 of MORT&H Specification (V Revision) | | 132 | Cum |
|---|
| 5 | 5 | Vibrated reinforced cement concrete M35 grade Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, 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 standard specifications for PILE CAPS UNDER ABUTMENTS, RETURN WALLS AND PIERS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision). | | 559 | Cum |
|---|
| 6 | 6 | Vibrated reinforced cement concrete M-35 Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, 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 standard specifications for Abutment Piers & Piers (Square piers) Below ground level as per section 1500, 1700 & | | 167 | Cum |
|---|
| 7 | 7 | Vibrated reinforced cement concrete M-35 Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, 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 standard specifications for DIRT WALL OVER ABUTMENTS Pies as per section 1500,1700,&2200 of MORT&H Specifications (VRevision). | | 33 | Cum |
|---|
| 8 | 8 | Vibrated reinforced cement concrete M35 (Design mix) using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, 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 for CAPPING BEAM OVER PIER & PIERS COLUMNS as per section 1500, 1700,&2200 of MORT&H Specifications (V Revision) | | 507 | Cum |
|---|
| 9 | 9 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of formwork labour charges for mixing transporting,laying,curing concrete,working at heights,soft water,hire charges for tools and plants,including all oter incidental charges,etc., complete for PEDESTALS OVER CAPPING BEAMS AND BED BLOCKS as per section 1500, 1700,&2200 of MORT&H Specifications (V Revision) | | 12 | Cum |
|---|
| 10 | 10 | Supply and fixing of Elastomeric bearing of size 630x400x96mm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete.as per section 2000 of MORT&H Specifications (V Revision) and IRC: 83-2015 (PART-II) | | 2.66112e+06 | Cucm |
|---|
| 11 | 11 | Vibrated reinforced cement concrete M-35, Grade, Design Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, 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 standard specifications for T-BEAM MAIN GIRDERS AND CROSS GIRDERS as per section 1500,1700,&2300 of MORT&H Specifications (V Revision). \n | | 1841 | Cum |
|---|
| 12 | 12 | Vibrated reinforced cement concrete M-35, Grade, Design Mix using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB as per section 1500,1700,&2300 of MORT&H Specifications (V Revision). | | 1165 | Cum |
|---|
| 13 | 13 | Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC CRASH BARRIER as per section 1500,1700,&2300 of MORT&H Specifications (V Revision). | | 446 | Cum |
|---|
| 14 | 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 MORR&H Specifications (V Revision). as per ANNEXURE X, SL NO 3 of SOR 2020-21. | | 110 | Nos |
|---|
| 15 | 15 | Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-IV Revision; 2001 Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications.as per ANNEXURE X, SL NO 1 of SOR 2020-21. | | 206 | Rm |
|---|
| 16 | 16 | Vibrated Cement Concrete M15, Grade, Nominal Mix, 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB as per section 1500,1700&2704 of MORT&H Specifications (V Revision) . | | 26 | Cum |
|---|
| 17 | 17 | Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS as per section 1500,1700 & 2704 of MORT&H Specifications (V Revision) . | | 36 | Cum |
|---|
| 18 | 18 | 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). | | 360 | Cum |
|---|
| 19 | 19 | Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, conforming to IS:1786-1985, 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 overlaping 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 Specification (V Revision). | | 905 | MT |
|---|
| 20 | 20 | Supply and fabrication of FE-240 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,as per section 1600 of MORT&H Specification (V Revision). \n | | 29 | MT |
|---|
| 21 | 21 | Supply and fixing of High Quality of PVC pipes of 150mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charages for fixing and including all other incidental charges etc complete., for drain off rain water from Deck Slab as per standard specification. | | 770 | Rm |
|---|
| 22 | 22 | Design, proof checking and construction of REINFORCED SOIL WALL (FACIA) works Left ,Right and Center side including below GL & behind abutment –PCC M15 GRADE panel base levelling pad & kerb concrete etc, Design 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 (M35) 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 filter 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 | | 3938 | Sqm |
|---|
| 23 | 23 | Construction of Embankment spreading the Quarry Fines uniformly in layers to the entire embankment formation of not exceeding 250 mm thick of CBR 8% as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density for top 0.50 M depth as sub grade level and 95% proctor density for the embankment keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections for laying adjacent to facia wall as directed by the departmental officers and as per MORT&H specifications | | 1617 | Cum |
|---|
| 24 | 24 | Filing with carted earth from the approved source as directed by the departmental officers with not less than CBR 10% 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. for improvement of Ground below facia panel as per standard specification | | 9183 | Cum |
|---|
| 25 | 25 | Vibrated reinforced cement concrete M-35, Grade, Design Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, 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 for Retaining wall as per section 1500,1700&2704 of MORT&H Specifications (V Revision) . | | 390 | Cum |
|---|
| 26 | 26 | Vibrated Cement Concrete M30 (Design mix), using 20MM ISS graded HBG graded metal 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,hire charges for tools and plants including all other incidental charges etc., complete, as per MORT&H specifications for Friction slab concrete as per section 1500,1700&2704 of MORT&H Specifications (V Revision) . | | 528 | Cum |
|---|
| 27 | 27 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MORT&H Specifications clause 2504 | | 58 | Cum |
|---|
| 28 | 28 | Providing and fixing seepage pipes of 110mm dia. PVC pipes of for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE RW AND WINGS,SOR-2019-20 ANNEXURE-VI.Sl.No.348 j) | | 220 | Nos |
|---|
| 29 | 29 | Constructing granular sub-base course with all lifts and leads all complete as per MORT&H specifications Clause 401 conforming to table 400-1& 400-2 Grading V. Construction of Granular Sub-Base (GSB) in two layers by mechanically mixing well-graded materials, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown in the drawing as per MoRTH Specification Clause.401 | | 980 | Cum |
|---|
| 30 | 30 | Providing and Laying Wet Mix Macadam Base Course of 250mm compacted thickness in two layers of 125mm thick or else as specified on the prepared sub base with graded stone aggregates and Granular materials of quality size and grading placed in layers as specified, including mixing in base mix plant, spreading in uniform layer with motor grader and compaction with vibrating rollers of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown in the drawing as per MORT&H Specifications Clause 406. \n | | 1225 | Cum |
|---|
| 31 | 31 | Providing and applying prime coat with bitumen emulsion 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 all complete as per technical specifications and as directed by the Engineer-in-charge. | | 4900 | Sqm |
|---|
| 32 | 32 | Providing and applying Tack coat with bitumen emulsion on primed surface of granular base including clearing of road surface and spraying primer at the rate of 0.25 kg/sqm using mechanical means all complete as per technical specifications and as directed by the Engineer-in-charge. | | 4900 | Sqm |
|---|
| 33 | 33 | Providing and laying dense graded bituminous macadam (DBM) prepared by the combined grading of coarse and fine aggregates and filler and viscosity grade paving bitumen VG-40 as per the approved job mix formula in hot mix plant, transported to the site by clean insulated & covered vehicle, spread over the prepared prime & tack coated granular layer using hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheel and vibratory or pneumetic rollers as per MoRTH Specification Clause.505. | | 1172 | Cum |
|---|
| 34 | 34 | Providing and laying Bituminous Concrete (BC) prepared by the combined grading of coarse and fine aggregates and filler and viscosity grade paving bitumen VG-40 as per the approved job mix formula in hot mix plant, transported to the site by clean insulated & covered vehicle, spread over the prepared tack coated bituminous surface using hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheel and vibratory or pneumetic rollers as per MoRTH Specification Clause. 507. | | 260 | Cum |
|---|
| 35 | 35 | Providing Stucco Plastering 12 mm thick using blue granite chips of size of 10 mm and below over a base plastering with with Cement mortar 1:5 (12 mm thick FOR 10 SQM)for exposed surface of etc structure complete as per drawing and technical specification (Shedule item no 314) | | 3001 | Sqm |
|---|
| 36 | 36 | Providing one coat of primer for plastic emulsion paint and two coats of colour plastic emulsion (1st quality) painting on concrete surface of bridge as per colour decided by Engineer and with alternate strip of white / yellow and black colour (Zebra strip painting) with Enamel paint and as directed by the departmental officers including cost of materials and labour, scaffolding charges @ different heights, water etc complete. | | 15604 | Sqm |
|---|
| 37 | 37 | 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.\" | | 900 | Sqm |
|---|
| 38 | 38 | 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. | | 758 | Nos |
|---|
| 39 | 39 | 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) | | 10 | Nos |
|---|
| 40 | 40 | Solar Raised Pavement Marker / sholar Road Stud \nSupplying 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.\" | | 50 | Nos |
|---|
| 41 | 41 | Vibrated Cement Concrete of grade M-15, Nominal Mix, 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for Trestal Portion Development.as per section 1500,1700&2704 of MORT&H Specifications (V Revision) . | | 101 | Cum |
|---|
| 42 | 42 | Supplying and fixing in position mild steel grills for Trestal portion protection etc., including priming coat and two coat of enamal etc complete. As per standard specification, drawings and instructed by engineer in charge. | | 574 | Rm |
|---|
| 43 | 43 | \"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.\" | | 462 | Nos |
|---|
| 44 | 43.2 | GST @ 12% of above all Schedules (in figures) for Civil Works | SubTotal of Civil Works | 1 | Nos |
|---|
| 45 | 44 | Supply of solar Street Lights with Pole Double Arm Type sunstay - solar street lights 4500 lumen 28 w all in one type with in built panel, LIPO4 BATTERY maintanence free type (lithium ferro phosphate battery) lumianaire 4500 Lumen 26 w IP 65-8 MTS OCATAGONAL pole Double arm Type 3 mm thick pole.including installation. in concrete base of size 250mm x 250mm x 1.2m having 5 years or 50000 hours of warrenty for alll fitting etc complete as per standard specification. | | 23 | Nos |
|---|
| 46 | 44.2 | GST @ 18% of above all Schedules (in figures) for Electrical works | SubTotal of Electrical Works | 1 | Nos |
|---|
