tender for Vip Visit Under Pwd Dn. I Sikar (Rate Contract) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle 1.00 Hect 8708.00 P.Hect 8708.00 2 15.1 (B) Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002. Mechanical Means 1.00 Cum 123.00 P.Cum 123.00 3 4.7 (i) Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2. Using naturally occuring gravel 1.00 Cum 471.00 P.Cum 471.00 BOQ Name of Work :- VIP Visit under PWD Dn I Sikar (Rate Contract) Qty. 4 Rate base on Road BSR PWD Circle, Sikar w.e.f. Jan. 2022 & Intergrated BSR 2022 Jaipur BOQ_VVIP_Visit_2024_Dn_I BOQ 1 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 4 4.7 (i) Granular Sub-base with Well Graded Material (Table 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with notor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S. 2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete [MoRTH specification : Clause 401]. By Mechanical means. For Grading I Material 1.00 Cum 796.00 P.Cum 796.00 5 4.4 (2) (b) Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means 1.00 Cum 1028.00 P.Cum 1028.00 6 4.4 (3) (b) Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means. 1.00 Cum 1048.00 P.Cum 1048.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 2 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 7 4.4 (3) (b) + 16.3.6 Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means. Add extra for WBM Patching. 1.00 Cum 1073.00 P.Cum 1073.00 8 4.5 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all leads 1.00 Cum 1076.00 P.Cum 1076.00 9 15.3 (ii) Maintenace of bituminous surface road Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat Type B as per drawings and MoRTH specification Clause 3004.2 1.00 Sqm 142.00 P.Sqm 142.00 10 15.3 (iii) Maintenace of bituminous surface road Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 1.00 Sqm 153.00 P.Sqm 153.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 3 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 11 16.7.20 Providing & laying premix patching with 0.27 Cum of stone chipping (0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size) mixed with 14.6 kg of straight run bitumen per 10 Sqm. Of road surface including heating of binder and aggregate mixing of aggregate and binder, cleaning the area of patch, pot holes cut to regular shape with vertical side, removing all loose & disintegrated material, application of tack coat @ 2.25 kg. per 10 Sqm., laying of patching material and compating with 8-10 tonne power road roller including cost of bitumen, aggregate fuel, lubrication, binder, hire charges of Machinery, T&P etc. 1.00 Sqm 105.00 P.Sqm 105.00 12 16.7.5 Marking Centre Line and stop lines etc. on road as IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 1600C with a special applicator machine complete with a special applicator with labour, material and traffic diversion arrangements. 1.00 Sqm 437.00 P.Sqm 437.00 13 10.2 (B) Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilater & triangle 1.00 No. 1430.00 Each 1430.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 4 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 14 10.3 (B) Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 1.00 Sqm 2648.00 P.Sqm 2648.00 15 15.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 1.00 Sqm 13.00 P.Sqm 13.00 16 15.12 (i) Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per MoRTH specification Clause 201 1.00 Tree 67.00 P.Tree 67.00 17 15.12 (ii) Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per MoRTH specifications Clause 201 1.00 Sqm 2.00 P.Sqm 2.00 18 15.12 (iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per MoRTH specifications Clause 201 1.00 Sqm 1.00 P.Sqm 1.00 19 15.15 Removal of existing sealant and re-sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material hot poured rubberised bitumen of cold polysulphide type as per clause 602.2.8 with appropriate type of primer complete as per MoRTH specification clause 3005.2 1.00 Rmt 100.00 P.Rmt. 100.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 5 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 20 15.2 (i) Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRTH specification Clause 3003 1.00 Sqm 23.00 P.Sqm 23.00 21 15.4 Maintenance of Gravel Road Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and MoRTH specification Clause 401 1.00 Sqm 132.00 P.Sqm 132.00 22 16.3.3 Laying brick edging 15 to 19 cm deep and 9 to 11.5 cm. wide (according to approved brick size to be specified) including digging of trenches fixing bricks in position refilling and disposal of surplus earth etc. complete. 1.00 Rmt 11.00 P.Rmt. 11.00 23 16.7.25 Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at siet, of weight not less than 40 Kg., including excavation etc. complete. 1.00 No. 9.00 Each 9.00 24 16.7.26 Labour charges for loading, unloading, Transporing and fixing of sand filled cement bags up to 1 Km. lead and all lift. 1.00 No. 3.00 Each 3.00 25 16.7.31 Painting (two coats) with superior grade enamel paitn of approved quality to given an even shade incl. writing, lettering, figuring etc. complete as per IRC standards of : 5th Kilometer Stone 1.00 Km 170.00 P.Km 170.00 Ordinary Kilometer Stone 1.00 Km 125.00 P.Km 125.00 200m stone & boundary stone 1.00 Km 54.00 P.Km 54.00 26 16.7.17 Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (53-22.4mm) size, hire charges for roller for consolidation and compaction and other machines required for the work including cost of bitumen. 1.00 Sqm 80.00 P.Sqm 80.00 27 16.22 Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. 1.00 Rmt 2255.00 P.Rmt 2255.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 6 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 28 16.23 (i) Providing and laying rounded hump type speed breakers for crossing speed 25 Km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988. 3.70 meter wide and 10 cm high for general traffic 1.00 Mtr 2481.00 P.Mtr 2481.00 Basic Rate Labour 29 Surveyor 1.00 No. 450.00 Each 450.00 30 Mazdoor (Unskilled) 1.00 No. 252.00 Each 252.00 31 Mazdoor (Semi skilled) 1.00 No. 264.00 Each 264.00 32 Mazdoor (Skilled) 1.00 No. 276.00 Each 276.00 Plant & Machinary 0.00 33 Tractor with trolley 1.00 Hr. 190.00 P.Hr. 190.00 34 Three wheel 80-100 kN Static Roller 1.00 Hr. 200.00 P.Hr. 200.00 35 Hire and running charges of loader. 1.00 Day 1150.00 P.Day 1150.00 36 11.1 (i) Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth 1.00 Cum 130.00 P.Cum 130.00 37 11.4 (I) (i) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 1.00 Cum 3081.00 P.Cum 3081.00 38 11.6 (III) (ii) Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In cement mortar 1:4 1.00 Cum 2682.00 P.Cum 2682.00 39 12.3 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 1.00 Sqm 91.60 P.Sqm 92.00 40 12.14 (B) Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 : 75 mm thick 1.00 Sqm 265.00 P.Sqm 265.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 7 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 41 5.2.2 Building BSR Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 1.00 Cum 4990.00 P.Cum 4990.00 42 12.2.2 Building BSR Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . 1.00 Sqm 202.00 P.Cum 202.00 43 11.2 Building BSR Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with River sand complete. 1.00 Sqm 450.00 P.Sqm 450.00 44 4.11 Brick Soling Laying brick soling layer on prepared subgrade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per MoRTH Specification Clause 408.4.3. 1.00 Sqm 226.00 P.Sqm 226.00 45 9.3 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia 1.00 Mtr 478.00 P.Mtr 478.00 600 mm dia 1.00 Mtr 1633.00 P.Mtr 1633.00 1000 mm dia 1.00 Mtr 3780.00 P.Mtr 3780.00 46 2.15 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately 1.00 Cum 719.00 P.cum 719.00 47 6.4 Interlocking Concrete Block Pavement Providing and Laying of Interlocking M-30 grade Concrete Block Pavements as per drawings and IS 15658:2006.with all materials shall conform to MoRTH Specification Clause 602. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm. 1.00 Sqm 729.00 P.Sqm 729.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 8 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 48 6.1.1 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 required designated grade, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation with vacuum dewatering and floater including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum 1.00 Cum 5593.00 P.cum 5593.00 49 16.7.19 Barriacading with Sal Ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members height upto 1.2 M above ground level and vertical supports upto 2.5 M centre and for 3 days period including removal and cleaning the site complete in all respect. b) Complete work 1.00 Mtr 29.00 P.Mtr 29.00 50 16.7.19. 1 Barriacading with Sal Ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members height height 1.2 M to 1.5 M ground level and vertical supports upto 2.5 M centre and for 3 days period including removal and cleaning the site complete in all respect. b) Complete work 1.00 Mtr 35.00 P.Mtr 35.00 51 16.7.34 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 13 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 1.00 Sqm 84.00 P.Sqm 84.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 9 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 52 15.5 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 1.00 Sqm 109.00 P.Sqm 109.00 53 16.4.1 Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 MoRT&H Specifications Clause 507 complete in all respects. 1.00 Cum 5862.00 P.Cum 5862.00 54 16.4.3 Providing and laying bituminous concrete 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 MoRT & H Specifications Clause 509 complete in all respects. or Grading-II(13 mm nominal size) VG-30 grade 1.00 Cum 6714.00 P.Cum 6714.00 55 13.16 (IV) Filler Joint Providing and fillling joint sealing compound as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight Clause 2604 1.00 Mtr 24.00 P.Mtr 24.00 56 9.8 Building BSR Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 1.00 Kg 96.00 P.Kg 96.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 10 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 57 3.5 (II) Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 1.00 Cum 19.00 P.Cum 19.00 58 3.3 Construction Embankment with Material Obtained from Roadway cutting. Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 1.00 Cum 34.00 P.Cum 34.00 59 2.14 (II) Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Mechanical Means Bituminous Courses 1.00 Cum 162.00 P.Cum 162.00 60 5.1 Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 1.00 Sqm 34.00 P.Sqm 34.00 61 5.2 (iii) Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 1.00 Sqm 11.00 P.Sqm 11.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 11 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 62 5.3 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) 1.00 Cum 4380.00 P.Cum 4380.00 63 5.9 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) binder. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30). 1.00 Sqm 100.00 P.Sqm 100.00 64 5.12 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511. By Mechanical Means. Case-II : Type B (I) Bitumen (VG30). 1.00 Sqm 35.00 P.Sqm 35.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 12 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 65 16.7.27 Survey work of roads including ploting of Lsection, X-Section @ 25m c/c interval showing existing Ground level line, proposed level line in different colour with clour back ground of graph sheet of 1 mm square size showing all the required details as per IRC : SP-20 and IRC-19 Pliting work shall include plan of the road showing required curve details width of existing road, if any and proposed road. toe line, width of revenue track. proposed location of borrow area width making of cattle crossing location, Lay bye and Bus locations, ramp locations, permanent structure / Electric pole / Telephone / Tree etc. (Print of L- Section sheet shall be for 1 Km. )On CD work location, survey work required on 0.5 Km. on either side of CD works and L-section ahall be proposed on separate A-4 size sheet for eatch CD works and same shall be superimposed on X-section showing proposed CD work in different colour line and details of slope of CD work etc.E/W calculation of road work shall including ploting of Xsection Max 2 Nos on A-4 size sheet showing line of subgrade and embankment with E/W Calcution sheet showing quantum of E/W involyed in sub grade in embankment E/W in cutting and Qty of E/W cutting adjusted in filling within 100 m lead. 1.00 Km 2250.00 P.Km 2250.00 66 16.7.29 Conducting traffic census including installation of tent, furniture & lighting arrangement for 24 hours in three shift with help of three matriculated skilled persons complete in all respect as directed by Engineer-in-charge rates are inclusive of all carriage and printing of final reports in specified format & submitting for seven days period. 1.00 Point 16500.00 P.Point 16500.00 67 16.7.30 Conducting traffic census including installation of tent, furniture & lighting arrangement for 24 hours in three shift with help of three matriculated skilled persons complete in all respect as directed by Engineer-in-charge rates are inclusive of all carriage and printing of final reports in specified format & submitting for Three days period. 1.00 Point 13500.00 P.Point 13500.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 13 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 68 16.7.36 Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imli or other specified) along road side including Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage, Supply of plant at site of two years of age & height more than 1.50 Mtr., Supply of dry manure (Farm yard manure organic) Supply of Insecticides, Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting, Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete, Watering to plants & Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing Weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. 1.00 Nos 1628.00 Each 1628.00 69 9.26 Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 1.00 Sqm 617.00 P.Sqm 617.00 70 16.1.1 Dressing ground including levelling upto 15cm. Depth 1.00 Sqm 3.11 P.Sqm 3.00 71 1.13 S P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. 1.00 Nos 12114.00 Each 12114.00 72 G-5 5.3.3 Floor Covering : Non woven synthtic carpet (Red/Green) (New) 1.00 Sqm 25.00 P.Sqm 25.00 73 G-5 5.3.3 Floor Covering : Non woven synthtic carpet (Red/Green) (Old) 1.00 Sqm 20.00 P.Sqm 20.00 74 G-5 5.7 Kanat fixed with Tent. (15x6) 1.00 Nos 40.00 Each 40.00 75 G-5 5.23 VIP Chair with cushion 1.00 Nos 100.00 Each 100.00 76 G-5 Deluxe sofa 5.27.1 Three Seater 1.00 Nos 700.00 Each 700.00 77 5.2.3 Centre Table sunmica Top 2x4 1.00 Nos 50.00 Each 50.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 14 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 78 5.2.3 Aluminium German Hanger Tent Roof made up of Waterproof, Fire resistant Synthetic Rubber fabric of 885 GSM. 1.00 Sqm 400.00 P.Sqm 400.00 79 5.26.2 Water proofing canopy with ornamental frill, inner ceiling & curtains Above size 20x20 1.00 Sqm 250.00 P.Sqm 250.00 80 5.3.5 Woolen Carpet (New). 1.00 Sqm 35.00 P.Sqm 35.00 81 5.25 Water Proof Tent with pipe pandal supported with Bamboo/Balli /MS Pipe frame. 1.00 Sqm 90.00 P.Sqm 90.00 82 BASIC RATES OF MECHINERY 30 Generator 250 KVA. 1.00 Nos 11500.00 Each 11500.00 83 25.39 Elect BSR 2022 Hire charges for following type of Airconditioners including copper piping , drain piping and electrical connections with skilled operator to operate system as and when etc as required. (If work contineue for more then one day , rates for next subsequent days will be 50% of the original rates.) 3.0 /4.0 TR Tower type split AC 1.00 Nos 6708.00 Each/Day 6708.00 84 17.27 Dry Cleaning of Woolen Carpet of any size using shampooing machine with all material & drying it using machinery at the designated place as told by engineer in charge. 1.00 Sqm 102.00 P.Sqm 102.00 85 17.28 Complete replacement of Tapestry cloth of Sofa set costing @ Rs. 300/- per Mtr. Approx of superior quality including stitching charges (As approved by the Engineer in Charge) as per existing pattern/design. Single seater sofa 1.00 Nos 1449.00 Each 1449.00 Three seater sofa 1.00 Nos 3941.00 Each 3941.00 86 1.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil 1.00 Sqm 9.00 P.Sqm 9.00 87 5.28 Chemical toilet with house keeping arrangement and providing liquid soap, tissues, comb, freshener etc. 1.00 Nos 6000.00 Each 6000.00 88 11.4 (iii) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) 1.00 Cum 3559.00 P.Cum 3559.00 89 8.13.1.1 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure A : 25 mm thick . Commercial Veneer both side 1.00 Sqm 1686.00 P.Sqm 1686.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 15 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 90 8.6.5A Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick IS 710- 1976 marked 19 mm thick commerical ply 1.00 Sqm 1243.00 P.Sqm 1243.00 91 12.40.1 B Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 1.00 Sqm 80.00 P.Sqm 80.00 92 12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 1.00 Sqm 69.00 P.Sqm 69.00 93 1.14.1 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (small) size 456x355x265mm. 1.00 Nos 1832.00 Each 1832.00 94 1.16.1 P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm. Makrana II quality marble having light spots 1.00 Nos 923.00 Each 923.00 95 1.20 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231 . 1.00 Nos 1291.00 Each 1291.00 96 3.16 P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. (a) 110mm dia. 1.00 Mtr 282.00 P.Mtr 282.00 (b) 160mm dia. 1.00 Mtr 463.00 P.Mtr 463.00 97 3.17 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 110mm dia. (a) Bend 87.5 1.00 Nos 161.00 Each 161.00 (b) Plain Tee 1.00 Nos 187.00 Each 187.00 98 1.36.8 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good 1.00 Nos 2994.00 Each 2994.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 16 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 99 2.14.7 P & F Flush Cock/Flush Valve (IS:9758 Mark) or WC of approved quality make : C.P. brass Halfturn exposed 25 mm nominal bore. 1.00 Nos 783.00 Each 783.00 100 P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors : Type B 2.1.1 (a) 15mm dia nominal bore. 1.00 Mrt 230.00 P.Rmt 230.00 2.1.3 (b) 25mm dia nominal bore. 1.00 Mrt 360.00 P.Rmt 360.00 101 2.2.3 P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 25mm dia nominal bore. 2.2.1 (a) 15mm dia nominal bore. 1.00 Mrt 190.00 P.Rmt 190.00 2.2.3 (b) 25mm dia nominal bore. 1.00 Mrt 278.00 P.Rmt 278.00 102 2.7.3 P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : C.P. Brass bib cock 15 mm nominal bore. 1.00 Nos 590.00 Each 590.00 103 2.7.4 P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : CP Brass Long body, 15 mm nominal bore weight not less than 690 gm. 1.00 Nos 783.00 Each 783.00 104 2.12.2 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection with 37 Cm. long thread and nut. 1.00 Nos 590.00 Each 590.00 105 2.26.3 P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 500 litres capacity. 1.00 Nos 3920.00 Each 3920.00 106 2.11.2 P&F Ball Cock (IS:1703 mark), with Rod & P.V.C. Ball complete : Brass wt.Not less than 400 gm, 20mm 1.00 Nos 372.00 Each 372.00 107 2.37.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) (a) 15 mm nominal size 1.00 Mrt 191.00 P.Rmt 191.00 (b) 20 mm nominal size 1.00 Mrt 222.00 P.Rmt 222.00 (c) 25 mm nominal size 1.00 Mrt 282.00 P.Rmt 282.00 108 P & F Full-way valve (IS:778 Mark) or wheel valve of approved make : 2.15.2 Gun-metal 20 mm nominal bore. 1.00 Nos 358.00 Each 358.00 2.15.3 Gun-metal 25 mm nominal bore. 1.00 Nos 529.00 Each 529.00 BOQ_VVIP_Visit_2024_Dn_I BOQ 17 S. No. BSR Ref. Description Rate Unit Amount 1 2 3 5 6 7 Qty. 4 109 1.47 P & F Towel Rail or Ring of approved quality/make: 1.47.1 C.P. brass Towel Rail elbow type with concealed screws size 450mm (Heavy duty). 1.00 No. 468.00 Each 468.00 1.47.2 C.P. brass Towel Rail elbow type with concealed screws size 600 mm (Heavy duty). 1.00 No. 516.00 Each 516.00 110 1.45 P & F Looking Mirrors with P.V.C. frame of approved make as per direction of Engineer-incharge 1.45.1 Size 500x400mm 1.00 No. 351.00 Each 351.00 1.45.2 Oval shape 450x350 mm 1.00 No. 514.00 Each 514.00 1.45.3 Round 500mm dia
