Rajasthan Rajya Vidyut Prasaran Nigam Ltd-RRVPN has published Tender For Construction Of 132Kv Biomass Power Plant Feeder Bay At 132Kv Gss Mandrella. Submission Date for this Tender is 22-02-2024. Transmission Line Tenders in Jhunjhunu Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 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 (B-1/1.8) |
| 2 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).(B-3/3.1.6) |
| 3 | Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix " (B-4/ 4.1) |
| 4 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.("Original producers" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)"Thermo-mechanically Treated bars (Conforming of relevent IS code)(B- 4/ 4.13.3) |
| 5 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. (B -4/ 4.9) |
| 6 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia. (S-3/3.16.3) |
| 7 | 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.(B-11.3.1) |
| 8 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick.(B 12/ 12.3.2) |
| 9 | Providing Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS:458 mark) of approved make with collars, jointed with C.M.1 : 2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete300mm dia internal (S-28/3.8.5) |
| 10 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.-do- size 450 x 450mm depth upto0.5 M Cement cover with frame.Deduct for usingbrick work230 mm thick in place of 300 mm thick stone masonry(S-3.21.2-3.21.2.1) |
| 11 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar.(B-14/14.9.2) |
| 12 | "Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:(B-9/9.2)" |
| 13 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).(B-6/ 6.1.6) |
| 14 | "Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : " new work. (B 12/ 12.46.2) |
| 15 | "Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness.(B-6/6.3.4) |
| 16 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil.(B1/1.1) |
| 17 | Supply & stacking of stone aggregate (single size) 40 mm nominal size from Basai quarry with lead upto 90 km at 132 KV GSS Kumawas(Code 293+4.2) |
| 18 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification(B-3/3.8) |
| 19 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil(B-1.6) |
| 20 | Interlocking concrete block pavement: Providing and laying interlocking concrete block pavements having thickness 60mm as per drawings and technical specification clause 1504(R-6.7.2) |
| 21 | S & F cement concrete precast Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & Jointing with cement mortar 1:4 if size (20+25)/2 X 30cm (R-16.6.1.5) |
| 22 | Labour charges for spreading of available 20-63mm nominal size Hand/ Crusher broken stone aggregate in uniform layer of 100 mm thicknesss in yard of any substation(charged/uncharged GSS) with manual/ mechanical means, as permitted by the Engineer in charge, with due care, as per safety norms of substation with all lead, lift.(payment shall be done as per stack measurement, after deduction of voids, as per norms). |
| 23 | Supply & Fixing 30mm thick ferro cement RCC cable trench covers upto span 1200 mm CC grade M-30 having outer frame of M.S. flat |30x3 mm and reinforcement consisting of 6 mm dia M.S. round bar both way at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with |layers of G.I. two wire mesh 12mm shape of 24 8auge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufacture with vibro pressing system, 20% cover shall have lifting hooks of 10 mm dia plain round bar to be fixed as directed. M.S flat/hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to take for live | load of 2000 kg/sqm and minimum ultimate load of 3000 Kg/sqm under deflection not exceeding /25.(excluding GST and inclusive of transportation charges.) |
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