Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender

(G-49/5.1.13) Add Extra for Carrige of material: Earth, Sand, Line, Morrum, Manure or Sludge. For lead of 20 Km (with an initial deduction of 50 meter.)

(R-16/4.1.A.iv) Construction of granular sub-base by providing well graded material brought from a lead upto 1 km , 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 Technical Specification Clause 401. for GSB material CBR value not less than 15.

(R-24/4.20) Haulage excluding Loading & Unloading. Add extra over item no. 4.1, 4.2, 4.3, 4.7, 4.8, 4.9, 4.17 for additional lead of every susequent Km beyond 1 Km lead (compacted Qty.to be measured) from Quarry/Crusher/Plant. For a Lead of 2 Km.

(B-15/3.2.7) 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 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size.

(R-34/6.4) 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 1501.2.2 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, vacuum watering with required machinery 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

(B-147/11.65) Providing and laying factory made chamfered edge Cement Concetre Paver Blocks of required strength, thickness & size shape, made by hydraulic presses, laid in required Grey/ Yellow/ Red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling of joints with fine sand & cutting of paver blocks as per required size & pattern, finishing & sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete a per manafacture's specifications & direction of Engineer-in-Charge: 60 mm thick c.c. paver block of M-30 grade with approved color, design & pattern.

(R-77/16.30.6) S&F of M-20 grade precast cement concrete kerb or dand upto 60cm length over 20 mm thick base of cement mortar 1:6 incl. Jointing earth work, painting & jointing with cement mortar 1:4 of size: (22.5 + 25)/2 x 30 cm.

(R-42/9.4.E) Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia.

(S-27/3.2.6) Providing & Laying C.C. 1:5:10 (Stone aggregate 40 mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete as per Rajasthan P.W.D. specifications : (Width W=Diameter of pipe in Cm+40 Cm.) (Excluding cost of pipe). 300 mm dia.

(S-31/3.19.3) 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. 110 mm dia.

(B-3/1.8) 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-40/6.1.7) Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1-Cement:6-Sand).

(B-40/6.3.2) Add extra for wall upto 30 cm thick or less.

(B-150/12.9.1) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 25 mm thick.

(B-165/12.88) Painting with weather coat paint (Asin paint/ I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on new work.

(B-183/15.6.1) Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification.