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Tender For Construction Of Composit School At Judapur - 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 Ra, Prayagraj-Uttar Pradesh

Rural Engineering Department has published Tender For Construction Of Composit School At Judapur - 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 Ra. Submission Date for this Tender is 02-07-2025. Building Work Tenders in Prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

49823854
Tender For Construction Of Composit School At Judapur - 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 Ra
Tender
Indian
Uttar Pradesh
Prayagraj
02-07-2025

Tender Documents

Tender Details

Tender For Construction Of Composit School At Judapur - 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. As per Code No. 2.8.1 2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) As per Code No. 4.1.11 3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). As Code No-5.1.2 4 Centering and shuttering including stutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts. As per DSR Code No- 5.9.6 5 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Above Plinth Level. As per Code No-5.2.2 6 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). As per DSR Code No- 6.1.2 7 Centering and shuttering including stutting, propping etc. and removal of form for Lentels, beams, plinth beams, girders, bressumers and cantilevers, As per DSR Code No- 5.9.5 8 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Above Plinth Level. As per Code No-5.2.2 9 Centering and shuttering including stutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access plateform. As per DSR Code No- 5.9.3 10 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Level. As per Code No-5.3 11 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D ormore As per Code 5.22A.6 12 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle ironand 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, i/c applying a priming coat of approved steel primer. Using flats 36x6 mm for diagonal braces and central cross pieceAs per Code 10.5.2 13 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. M.S. Angle 35x35x5 for door frames As per Code No. 10.31 14 Brick work with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). As per Code No 6.4.2 15 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level. cement mortar 1:4 (1 cement : 4 coarse sand ). As per Code No 6.13.2 16 12 mm thick cement plaster of mix 1:6 ( 1 cement : 6 fine sand ) As per Code No 13.1.2 17 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and for all llift.i/c 3.0 km cartage As per Code No. 2.25 18 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface. As per Code No-13.80 19 Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality confirming to IS:15622, of approved make, in colours white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 ( 1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grounting the joints with white cement and matching pigmrnts etc., complete. As per Code No-11.39 20 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shadecomplete. As per DSR Code No.8.31 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) As per Code No-13.46.1 Two Coats 22 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. (Interior) As per Code No-13.41.1 Two Coats 23 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufactureAs per code no.-13.48.3 24 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete, excluding cost of form- work, in foundation and floors. As per DSR Code No. 4.1.3 25 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. DSR-22 E&M Code no. 1.10.1 26 Supplying and fixing brass batten/ angle holder including connection etc. as required. DSR-22 E&M Code no. 1.34 27 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole. DSR-22 E&M Code no. 2.10.1 28 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. DSR-22 E&M Code no. 1.14.1 29 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. DSR-22 E&M Code no. 1.31 30 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin, 5/6 &15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. DSR-22 E&M Code no. 1.32 31 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.As per code-19.1 32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.25mm dia nominal dia pipes As per Code No.18.8.3 33 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.20mm dia nominal dia pipes As per Code No.18.8.2 34 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.15mm dia nominal dia pipes As per Code No.18.8.1 35 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931(a) 15mm nominal bore As per Code No.18.49.1 36 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25mm nominal bore AS per code 18.17.1 37 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15mm nominal bore As per Code No.18.53.1 38 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require . (a)White Vitreous China Flat back wash basin size 550 x400 mm with single 15 mm C.P. brass pillar tap. As per Code No.17.7.4 39 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. As code no-17.23 40 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. As code no.-17.24 41 Kitchen sink without drain board 470x420 mm bowl depth 178 mm As code no-17.10.2.3 42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. As per Code No.18.48 43 Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 110mm dia As per Code No.12.41.2 44 75 mm diameter Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. As code no-12.41.1 45 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests As code no-17.1.1 46 Supply and fixing 1.5 HP Texmo /cromton Submercible Pupm incuding all complete 47 On Grid Solar Power Plantincluding all copmlet 48 Stablizer KVA 49 Kent RO ,purifier 50 lts/Hour including all copmlet 50 Extra deepHand Pump machine set complete 51 Supply of 110 mm dia PVC pipe 10kg /sq.cm 52 Supply of 63mm dia PVC pipe 8kg /sqm cm 53 Supply of 63mm nominal dia stainer and blind pipe 54 Supply of 110 mm x63 mm reducer. 55 Supply of 32 mm medium quality G.I pipe 56 32 mm dia connection rod 57 Making 150 mm nominal dia Bore hole by ring Machine i/c supply of all labour material , T&P etc in all type of strata 0-30M 58 Making 150 mm nominal dia Bore hole by ring Machine i/c supply of all labour material , T&P etc in all type of strata 30-45 M 59 Making 150 mm nominal dia Bore hole by ring Machine i/c supply of all labour material , T&P etc in all type of strata 45-55M 60 Preparation of HP assemly and lowering 110 mm/63mm dia PVC pipe & Stainer assemble 0-30M 61 Preparation of HP assemly and lowering 110 mm/63mm dia PVC pipe & Stainer assemble 30-45 M 62 Preparation of HP assemly and lowering 110 mm/63mm dia PVC pipe & Stainer assemble 45-55M 63 Srounding of stainer with coarse sand .2 to .6 mm for filling around the stainer i/c supply &cartage of material labour T&P etc complete. 64 Installation of india Marka-II Hand Pump with assembly & 32mm dia G.I pipe connecting rod cylinder etc complete 65 Constrauction of P.C.C Platform of india Marka -II with 1.85 dia i/c Supply of all material labour T&P and construction of .60 x .60 m SiZe foot rest also. 66 Suppply and fixing of sign board I/Call. 67 As per order of Joint Secretary G.O. No.G-1877 Dated 21-02-2025 and Director cum chief Engineer U.P.RED Lucknow Letter no. 801 dated 03-03-2025 Deduction 5% for Competitive Price Efficiency 68 Add GST 18%

Key Value

Document Fees
INR 3000 /-
EMD
INR 125000.0 /-
Tender Value
INR 62.41 Lakhs /-

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