Tender For Construction Of Civil Foundation For 02 Nos 33 Kv Feedar Bay For Gv Solar At 220 Kv Gss Chhatargarh - 1 B-1.8 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5, chhatargarh-Rajasthan

Tender For Construction Of Civil Foundation For 02 Nos 33 Kv Feedar Bay For Gv Solar At 220 Kv Gss Chhatargarh - 1 B-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 2 P/ 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 agg. 40 mm nominal size (Crusher Broken) (B-3.1.6) 3 Providing and laying in position specified grade of reinforced cement concretefor all 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 excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) (B-4.1.) 4 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , .(B-20 / 4.9) 5 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 three level.Tremo Mechanically treated bars(Confirming of relevent IS Code) 4.13.3 6 P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110mm dia (S / 3.16.3 ) 7 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:(A) Bend 87 .5 110 mm dia S-3.19.9B 8 Providing laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1;3 or having flexible rubber ring joint made with prefectly air and water tight inc. testing of joints as per morth specification clause 1000 & 2900 NP3 300mm dia R-12.1.2 9 Construction of chamber in all type of soil with 230 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, 40mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 450X450 mm depth upto 0.5 MCement concrete cover with frame. (S- 3.21.2-3.21.2.1)(2332-508) 10 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( B- /1.1) 11 11.38.1(B) Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks:1) Shape as defined by Engineer incharge 2) Tensile splitting strength and braking load as per BS 6717:2001 3)Color: Grey cement natural colour4) Variation in dimension: Less than 1.6mm. 5) Variation in thickness: Less than 3.2mm6) Abrasion: As per BS: 6717:2001 11.38.1(B) 12 B-03/293+G-4.1/4.2 Basic rates of materalStone Aggregate (Single size) : 40 mm nominal size+ Carrage of material 4.2 grit 245 Km (990.00+240.00+(225*7=1575)=2805.00)

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	03-03-2025	DATE CORRIGENDUM	Date	05-03-2025

INR 590 /-

INR 13220.0 /-

INR 6.61 Lakhs /-