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| 1 | Road Work (Part-A) |
| 2 | Clearing Heavy Jungle. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 3 | Earth work excavation for cutting work in all class of soils such as hard stiff clay, stiff black cotton soil, etc., as per SS20-B ( HGS SS.20B) and deposting the same to the road side etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 4 | Supply and laying NP4 class - 300m dia pipes including collar etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 5 | Forming embankment using carted earth with a 20Km lead having CBR value not less than 8% which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 500 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 95% proctor density for the soil below the top of 0.5 meter height of subgrade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 95% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. Complete as per MORTH standard specification . (Forming Embankment using Carted earth at 95% Compaction) |
| 6 | Forming Subgrade using carted earth with a 20Km lead having CBR value not less than 8% which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 500 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil 0.5 meter height of sub grade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. Complete as per MORTH standard specification. (Forming Subgrade using Carted Earth at 97% Compaction) |
| 7 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 8 | Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 125 mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev.-5 etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 9 | Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc.complete as per clause 502 of MORT & H specifications. |
| 10 | Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc.complete as per clause 503 of MORT & H specifications. |
| 11 | Providing and laying to 75 mm thickness Dense Bituminous macadam using 0.400cum of 37.50-13.20mm, 0.350 cum of 13.20-2.36mm and 0.360 cum of 2.36mm & below and with 71.30 Kgs of VG40 bitumen for premixing for 10 Sq.meter includin cost and conveyance of all materials to CMP site including cost and conveyance of bitumen and other materilas to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 110 mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver(in 2 layers of 60 mm + 50 mm ) site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers.(Grade I). |
| 12 | Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 kg of bitumen grade VG 40 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per specification using CMPP as per clause 507 OF MORTH REV. specification and as directed by SIPCOT Officers. (Grade II) |
| 13 | Providing and laying Centre line/Edge line marking with white hot applied thermoplastic compound 150mm wide of high quality 2.5mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 including cost and conveyance of all materials to the work site inclding labour charges for machinery and all other incidental charges etc.complete as per MORTH specification and as directed by SIPCOT officers. The finished surface to be level, uniform and free from streaks and holes. |
| 14 | Providing and fixing road Stud 100 x 100mm dia cast in Aluminium resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, etc. Complete complying with standard specification and as directed by SIPCOT Officers. . (as per BS: 873(part 4) 1973. |
| 15 | Providing and erecting of Direction and Place Identification Retro-reflectorized Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m 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 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High Intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of thiree years outdoor exposure report shall the obtained as per IRC 67:2012. (as per MORT&H Specification No.801). |
| 16 | Providing and erecting of Retro Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m 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 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table ti.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for fheid performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012 (as per MORT&H Specification No 801) |
| 17 | 90 Cm equilateral triangle (with Definition Board) |
| 18 | Providing Centre Median Kerb wall (Part-B) |
| 19 | Plane Cement concrete 1:4:8 using 40mm 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 complying with standard specification and as directed by SIPCOT Officers. |
| 20 | Providing form work for sides & soffits of all RCC work including strutting 3 meter high using mild steel sheets BG 10 gauge of size 90 Cm x 60 Cm stiffened with mild steel angles of size 25 mm x 25 mm x 3 mm laid over silver oak (Country wood) joists of size 10 Cm x 5.5 Cm spaced at about 90cm center to center and supported by casurina props of size 10 Cm to 13 Cm dia spaced at about 75 Cm center to center etc., complete complying with standard spacification and as directed by SIPCOT Officers for vertical surface. |
| 21 | Plane Cement concrete 1:4:8 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 complying with standard specification and as directed by SIPCOT Officers. for foundation. |
| 22 | Painting two coats of black and white bands alternatively each coat separately using black and white enamel paints of approved quality including cost and conveyance of paint, painting articles and utencils, labour charges etc., Complete complying with standard specification and as directed by SIPCOT officers. |
| 23 | Construction of RCC Box Culvert (Part - C) |
| 24 | Earth work excavation in all soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lift including the conveyance of excavated earth in low lying area with a lead of 2 km and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., Complete complying with standard specification and as directed by SIPCOT officers. |
| 25 | 0-2 m depth |
| 26 | upto 2m depth |
| 27 | Supplying and filling of Quarry dust to a thickness of 150 mm including cost and conveyance of sand to work site including labour charges for spreading etc., complete for bottom of culvert as per standard specification and as directed by SIPCOT Officials. |
| 28 | Plain Cement concrete 1:4:8 using 40mm size 10mm HB Jelly for foundation including levelling compaction, 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 for bottom of culvert as per standard specification and as directed by SIPCOT Officials. |
| 29 | Providing form work for sides & soffits of all RCC work including strutting 3 meter high using mild steel sheets BG 10 gauge of size 90 Cm x 60 Cm stiffened with mild steel angles of size 25 mm x 25 mm x 3 mm laid over silver oak (Country wood) joists of size 10 Cm x 5.5 Cm spaced at about 90cm center to center and supported by casurina props of size 10 Cm to 13 Cm dia spaced at about 75 Cm center to center etc., complete complying with standard specification and as directed by SIPCOT Officers |
| 30 | Vertical Surface |
| 31 | Plane Surface |
| 32 | Providing Reinforced Cement concrete in M30 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 33 | Supply and fabrication of Fe – 500D steel with high strength corrosion resistant steel (TMT ) 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 complying with standard specification and as directed by SIPCOT Officers. |
| 34 | Supplying and fixing PVC pipes of 63mm dia for Service utlities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc., complete complying with standard specification and as directed by SIPCOT Officers. |
| 35 | Painting two coats of black and white bands alternatively each coat separately using black and white enamel paints of approved quality including cost and conveyance of paint, painting articles and utencils, labour charges etc., Complete complying with standard specification and as directed by SIPCOT officers. |
| 36 | Providing Streetlight Arrangements. (Part D) |
| 37 | Supply, installation, testing and commissioning of 120 W LED street lights. Housing made of die cast Aluminium with silver/grey powder coated, diffuser should be clear heat resistance toughened glass and IK08 with IP66 protection, system efficiency should be >120 LM/W, system having 5KVA surge, operating voltage range of 120V - 270 V AC and frequency 50 HZ, power factor, 0.95,THD < 10%, LED chip should be high power and each LED should be > 2Watts, each LED with individual lens, LED life 50000 burning hours as per L70, CCT Range 5000K-6000K, CRI>70 and make of LED CREE/ OSRAM/NICHIA, LM 79 tested and driver should be potted type Constant current LED driver with 4KV Inbuilt Surge, Driver Efficiency >85%, driver having high voltage, short circuit protection and driver should be with BIS certified with R number. The fixture shall be conforming to latest Indian standards or international standards. LEDs comply to the photo biological safety standards as per IEC62471 and RoHS, complete complying with standard specification and as directed by SIPCOT officer. |
| 38 | Supply, delivery and erection of 10 meter height Hot Dip Galvanized Octagonal Poles with 150 mm bottom A/F & 70 mm top A/F made up of 3 mm thick HT sheet along with base plate of size 240 x 240 x 16 mm along with 1000 mm long Double/Single arm bracket made up of 40 NB GI Pipe, Bakelite sheet connectors for fixing of street light fittings including 4 Numbers of M20 mm dia. MS \\" J \\"bolts of size 750 mm long top - EN8 grade foundation bolts along with Template for the above poles & Terminals suitable for the same etc., complete. Single collar pole, complete complying with standard specification and as directed by SIPCOT officer |
| 39 | Supply , installation testing and commissioning of outdoor type external CCMS panel for monitoring and controlling a group of minimum 30 lights from web application itself with two incomers for loop in and loop out topology, GPRS, Timer, Energy measurement systems and switching controllers 12KVA rated to feed a minimum of 30 luminaires for group control of luminaire complete complying with standard specifications. Feeder Pillar Enclosure Dimensions 1200x900x300mm ,The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc. Incoming MCCB TPN 125A, 25KA – 2nos,63A, 25KA – 1nos,Outgoing MCB TPN 16A, 10KA – 5nos, spare MCB TPN 32A, 10KA - 2nos, 3 Phase Digital Energy Meter (EM6400), Current Transformers 100/5A - 3nos, Power Contactor 1P, 32A – 3nos, Control Circuit MCB TPN, 6A, 10KA , Phase Indicator R, Y, B, A/M Selection Switch, Bus Bar 200A, 12V/7Ah rechargeable as battery back up, Space for Optical media converter and Smart RTU Device, complete complying with standard specification and as directed by SIPCOT officer |
| 40 | Supply and Laying of 3 1/2 x 25 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good complete complying with standard specification and as directed by SIPCOT officer. Rate adopted from |
| 41 | 3-1/2 x 25 sq.mm. PVC armoured LTUG cable |
| 42 | Supply and laying of 3-1/2 x 25 sq.mm PVC armoured LTUG cable to make good Complete complying with standard specification and as directed by sipcot officer. |
| 43 | 3-1/2 x 25 sq.mm |
| 44 | Supply and providing cable end termination of 3-1/2 x 25 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complying with standard specification and as directed by SIPCOT officer |
| 45 | Web application charges per luminaire & on cloud hosting (annual subscription), complete complying with standard specification and as directed by SIPCOT officer |
| 46 | Supply and installation maintenance free GI Earthing System comprising of 50mm dia and 2 mtr. long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs. of carbon based environment friendly backfill compound and suitable clamp, complete complying with standard specification and as directed by SIPCOT officer |
| 47 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm), complete complying with standard specification and as directed by SIPCOT officer. |
| 48 | Coil earth to street light poles with 8SWG GI wire of 11.50 mtrs. Of total length compressed into coil of 1 m length connected suitable weith hexgonal earth bolt of size 8mm x25mm welded on the pole at one end with coil position fixed on the earh etc., complete complying with standard specification and as directed by SIPCOT officer. |
| 49 | Supply, delivery and laying of 90mm dia HDPE Pipes including cost and laying charges into trenches etc., complete complying with standard specification and as directed by SIPCOT officer. |
| 50 | 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 and as directed by SIPCOT officer. |
| 51 | Supplying and filling in foundation and basement with filling Crushed stone dust in layers of not more than 15 cm thick well rammed watered and consolidated , complete complying with standard specification and as directed by SIPCOT officer. |
| 52 | Cement Concrete 1:2:4 (One Cement, Two sand and Four hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT officers. |
| 53 | Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT officer. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 54 | Supply and fabrication of Fe – 500D steel with high strength corrosion resistant steel (TMT ) 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 complying with standard specification and as directed by SIPCOT Officers. |
| 55 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. , complete complying with standard specification and as directed by SIPCOT officer. (Payment for centering shall be given after the concrete is laid) |
| 56 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. |
| 57 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, , complete complying with standard specification and as directed by SIPCOT officer. |
| 58 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer , complete complying with standard specification and as directed by SIPCOT officer. |
| 59 | Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate) |
| 60 | Added GST of 18% Please Enable Macros to View BoQ information |
