Public Works Department-PWD has published Remaining Construction Of Rub At Railway Chainage 157/8-9 Sidhmukh-Narwasi .. Submission Date for this Tender is 03-02-2021. Subway Tenders in RAJGARH Rajasthan. Bidders can get complete Tender details and download the document.
Name of Work: Remaining Constt of RUB at Railway Chainage 157/8-9 Sidhmukh-Narwasi. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Remaining Constt of RUB at Railway Chainage 157/8-9 Sidhmukh-Narwasi. | BI01010001010000000000000515BI0100001112 | ||
2 | 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C. grade M 25 | BI01010001010000000000000515BI0100001113 | 609.46 | Cum |
3 | 3 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 R.C.C. grade M 25 | BI01010001010000000000000515BI0100001114 | 579.77 | Cum |
4 | 4 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001115 | 49.82 | M.T. |
5 | 5 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 | BI01010001010000000000000515BI0100001116 | 360 | Each |
6 | 6 | 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. | BI01010001010000000000000515BI0100001117 | 765 | Cum |
7 | 7 | 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 | BI01010001010000000000000515BI0100001118 | 3060 | Cum |
8 | 8 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material | BI01010001010000000000000515BI0100001119 | 568.33 | Cum |
9 | 9 | 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 1 km lead | BI01010001010000000000000515BI0100001120 | 447.21 | Cum |
10 | 10 | 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 M30 (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 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, | BI01010001010000000000000515BI0100001121 | 202.27 | Cum |
11 | 11 | 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 | BI01010001010000000000000515BI0100001122 | 3187.5 | Sqm |
12 | 12 | Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503 and IRC-16-2008 | BI01010001010000000000000515BI0100001123 | 3187.5 | Sqm |
13 | 13 | 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) | BI01010001010000000000000515BI0100001124 | 3187.5 | Sqm |
14 | 14 | 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 Bitumen (VG-30) | BI01010001010000000000000515BI0100001125 | 3187.5 | Sqm |
15 | 15 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. | BI01010001010000000000000515BI0100001126 | 2 | Each |
16 | 16 | Painting on Concrete/Steel Surfaces with Epoxy, Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001127 | 1488.05 | Sqm |
17 | 17 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001128 | ||
18 | 18 | Depth up to 0-1.5 M | BI01010001010000000000000515BI0100001129 | 16.12 | Cum |
19 | 19 | Depth up to 1.5 M-3.0 M | BI01010001010000000000000515BI0100001130 | 16.12 | Cum |
20 | 20 | Depth up to 3.0 M-4.5 M | BI01010001010000000000000515BI0100001131 | 16.12 | Cum |
21 | 21 | Depth up to 4.5 M-6 M | BI01010001010000000000000515BI0100001132 | 16.12 | Cum |
22 | 22 | Depth up to 6 M-7.5 M | BI01010001010000000000000515BI0100001133 | 16.12 | Cum |
23 | 23 | Depth up to 7.5 M-9 M | BI01010001010000000000000515BI0100001134 | 16.12 | Cum |
24 | 24 | Depth up to 9 M-10.5 M | BI01010001010000000000000515BI0100001135 | 16.12 | Cum |
25 | 25 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001136 | 1.61 | Cum |
26 | 26 | 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 1:4 (1-Cement:4-coarse sand). | BI01010001010000000000000515BI0100001137 | 44.18 | Cum |
27 | 27 | Add extra over item No. 14 for laying bricks work in or under foul condition. | BI01010001010000000000000515BI0100001138 | 44.18 | Cum |
28 | 28 | Half brick masonry in Superstructure , above plinth level upto floor Five level using F.P.S. bricks of designation 75 Cement mortar 1:4 (1-Cement:4-coarse sand). | BI01010001010000000000000515BI0100001139 | 65.94 | Sqm |
29 | 29 | Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 20 mm thick. | BI01010001010000000000000515BI0100001140 | 276.35 | Sqm |
30 | 30 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm thick nominal size aggregate. | BI01010001010000000000000515BI0100001141 | 7.07 | Sqm |
31 | 31 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. | BI01010001010000000000000515BI0100001142 | 300 | Kg |
32 | 32 | Construction of tube-well from ground level and upto 100 Meter depth and above sizes in all types of soils in alluvium strata by "bailing" method and without gravel packing as per IS:2800(Part-I & II) 1979 specifications (The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casting pipe. The tube-well should have a throughout bore as per nominal bore of casing pipe. The work would be completed after obtaining sand free water.).100 mm dia nominal bore. | BI01010001010000000000000515BI0100001143 | 60 | Rmt |
33 | 33 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 150 mm Nominal Bore. | BI01010001010000000000000515BI0100001144 | 60 | Rmt |
34 | 34 | P & F rigid PVC pipe fittings (IS : 4985 mark) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: 160mm dia | BI01010001010000000000000515BI0100001145 | 20 | Each |
35 | 35 | 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.. 600 mm dia | BI01010001010000000000000515BI0100001146 | 10 | Rmt |
36 | 36 | Stone slab roofing on ground floor with fine grained stone slab from aproved quarry (Soorsagar, Jodhpur) including filling of joints of parapet and slab on both sides in cement sand mortar 1 :4 with top 15Cm. thick lime concrete (40:100) terracing (as per BIKANER PRACTICE) including sandla ralthal, hemp and methi well tapping finished smooth polished surface in all respects in lime surkhimortar 1 : 2 with nails and wire and lime batta (gola) 75 mm x 75 mm and sandla etc. complete finished for span : Upto 2.00 metre. | BI01010001010000000000000515BI0100001147 | 10.75 | Sqm |
37 | 37 | Non-BSR Railway itemshas been approved from Chief Engineer PWD vide letter No SE(Roads)/ EEGGP-11/17/D-29, Dt 24.04.2017 | BI01010001010000000000000515BI0100001148 | ||
38 | 38 | Applying two coats of truncated inhibited cement slurry coating as per patent no. 109784/67 of CERI, Karaikudi to avoid corrosion of steel reinforcement with contractor all labour,inhibitor solution of approved make,materials tools and plants, handling / rehandling,lead,lift,stacking the coated bars at a nominated place including preparetion of drying platform.The no payment for cement will be made seperately | BI01010001010000000000000515BI0100001149 | 26.65 | Qtl |
39 | 39 | Supplying, fabrication & erection of all steel member as per IS 800-1984 & other relevent IS code for shelter/height guage comprising of welded trusses, purlin,bracing, post, girder, column, bearing plate, gusset plate etc. on raising level plateform & sheds including cost of cutting, leading etc. & cost of providing bolts,nuts, washer & welding where required with lead, lift, ascent/decent as per approved make & as per RDSO design including primming coat of red oxide of approved engineer in charge and painting of two coat with synthetic / aluminium paint as a complete job including all taxes, lead, lift, ascent/decent, crossing of track as a complete job. | BI01010001010000000000000515BI0100001150 | 52 | Qtl. |
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