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Tender For Construction Work Of Park And Open Gym In Diwani Ward - Site Clearance & Barricading 2 Excavation In Foundation In Ordinary Soil ( Loam Clay Or Sand) Including Lift Upto 1.5M Lead Upto 30.0 M & Including Filling Watering And Ramming Of Excava, lalganj-Uttar Pradesh

Nagar Panchayat has published Tender For Construction Work Of Park And Open Gym In Diwani Ward - Site Clearance & Barricading 2 Excavation In Foundation In Ordinary Soil ( Loam Clay Or Sand) Including Lift Upto 1.5M Lead Upto 30.0 M & Including Filling Watering And Ramming Of Excava. Submission Date for this Tender is 19-06-2025. Tube Well Tenders in lalganj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

49580349
Tender For Construction Work Of Park And Open Gym In Diwani Ward - Site Clearance & Barricading 2 Excavation In Foundation In Ordinary Soil ( Loam Clay Or Sand) Including Lift Upto 1.5M Lead Upto 30.0 M & Including Filling Watering And Ramming Of Excava
Tender
Indian
Uttar Pradesh
Lalganj
19-06-2025

Tender Documents

Tender Details

Tender For Construction Work Of Park And Open Gym In Diwani Ward - Site Clearance & Barricading 2 Excavation in foundation in ordinary Soil ( Loam clay or sand) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches of into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m. as per DSR 2.8.1 wallcolumn 3 Concrete with 40mm gauge STONE ballast ,fine sand of 1.25 F.M. And cement in the proportion of 8:4:1 in foundation and under floors including supply of all material labours tools and plants etc.required for the proper completion of the work DSR 4.1.8 4 Class150subclassAbrickworkin1:6cementandcoarsesandof1.25F.Mmortarin foundation and up to plinth including supply of all materials labour and T&P etc. Required for the proper completion of the work, DSR 6.1.2 5 Same as above in item No 4 but in super structure for wall of one brick thickness As per S.l.No DSR NO-6.4.2309, 310 Boundry wallDeductioncolumn plinth beam 6 M-20classR.C.Cworkwithcementapprovedcoarsesand20mmgauge approved stone grit in the proportion of 1:1.5:3 in foundation and footing excluding the supply of rainforcement and its bending but including its biding the same with 24BWG,Glbindingwireandalsoincludingprovidingandfixingnecessary centering and shuttering and its removal after completion of work & supply of all other materials labour T&P etc. Required for the proper completion of the work. (S.l.No.284) Centring shetring all work completed column plinth beam 7 MILDsteel total volume at concrete 1.50%@0.785/qtl. AS per dsr 5.22.6 8 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.16.2 9 Painting or Vanishing two coat on iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior ready mixed paint of clear synthetic varnish including supply of all materials, labour, T & P etc. required for proper completion the work. DSR 13.62.1 10 12 mm thick plaster with 1:4 cement and fine sand morter on brick work including ranking and joint washing and cleaning and including supply of all materials labour and T&P etc. required for proper completion of work. As per S.l.No 597c 11 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete., DSR 13.8 same as S. No 10 as quantity 12 Earthworkincuttingorinembankmentordinarysoil(loam,clayorsand) excavation to be in the from of pit not exceeding 50 cm. in depth and earthwork in embankment to be in 20 cm. layers including the raming and dressing the surface to required leves slopes and also 1.50 meter lift and 30 mt. lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank withen 30 mt. distance as directed by the Engineer Incharged per S.l.No 253 13 Finishing walls with Premium Acrylic Smooth 13.47.1 exterior paint with Silicone additives of required shade: New work (Two or more coats applied @1.43 Itr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10same as S. No 10 as quantity 14 P/F sitting RCC bench As per mr 15 Interlocking Pathway ConstructionEarthwork in excavation of foundation in ordinary soil (loam, clay & sand) including liftupto1.50mandleadupto30cmincludingfilling,wateringandramingof excavatedearthintothetrenchesorintheplinthandremovalanddisposalof surplusearthasdirectedbytheEng.includinguptoadistanceof30mtrfromfoundation as per DSR 2.8.1 16 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-ll (size range 53 mm to 0.075 mm ) As per DSR – 16.78.2 Side WallBed 17 Class 150 sub class A brick work in 1:4 cement coarse sandmortor in foundation & up to plinth including supply of all materials and tools and plants etc. required for proper completion of the work . As per (S.l.No305)SideWall 18 Providing and Laying of factory made 80 mm thick rubber moulded interlocking cement concrete tilles (30 mpa) including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc. required for proper completion of work as directed by as SE approved rate Prayagraj. 19 2.5 cm thick PCC work with 1:2:4 with cement, coarse sand & 20 mm stone grit including all material labour etc complete 601A 20 Supply and fixing of sign board made of M.S angle iron including supply and cost of all material, labour T&P required templet as directed by the Engineer Incharge. 21 Open Gym EquipmentsShoulder press as market rate 22 Chest press as market rate 23 Leg press cum standing twister as market rate 24 Fun Cycleas market rate 25 Abb Trainer as market rate 26 Installation of 07 Mtr octagonal Pole with 90 Watt LED Street LightS/F Of 7.00mtr GI Octagonal Pole of approved make (top dia 70mm bottom dia 130mm and base plate 12 mm thick) having 3 mm thickness with single arm bracket (1 meter length) on RCC foundation including the Cost of foundation bolts excavation & back filli ng required T&P complete in all respect. 27 S/F Automatic Control panel painted with anti corrosive alkali capacity of fifty light operating automatically and complete in all respect. 28 S/L of aluminum conductor PVC insulated armoured served sheathed cables 100 volts grade and depth of 750 mm below ground the level over a cushion of 75 mm thick sand all around the protected with burned bricks on side and on top on surface of cable run shall be fixed on M.S clamp etc. of suitable size as directed by the armoured in charge complete in all respects, the armored of the cable shall be properly connected with the earth conductor by clamp etc. 25sq mm 3-1/2 core 29 HDPE pipe 90 mm 4kg sqm complete with Excavation of kachha & Pakka CC Metalized Road with proper surfacing of road in all respect. 30 Making suitable earthling of street light pole with 2000m m long 20mm dia M.S Rod with 7/16 SWG GS wire in 15 mm dia 2.00m long GI pipe dully clamped with two S/F O nos of clamp and binding on pole including cost of labor and T&P etc required for proper completion of the work 31 S/F of plain or pin type copper tin plated cable socket (lugs) 25 sqmm to the cable lead insulating with tape and making connecting etc. complete in all respect as per direction of the engineer in charge 32 LED Street light fitting having die cast aluminum body and diffuser with driver set suitable for 90 watt confirming IP66 and external 10 kv protection ported driver set & face to face protection & complete all respect PWD CAT AAA 33 Clearing jungle including uprooting rank vegetation grass, bush, wood, trees and heegs of girth up to 30 cm. measured at a height of 1m. Above ground level & of rubbish upto a distance of 50m. Out side the preiphery of area cleared. 34 Filling of carted earth (good earth) 35 Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). 36 Carrigae of sludge upto 5 K.M. 37 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment): Screened through sieve of 1.5. designation 4.75 mm 38 Carrigae of manure upto 5 K.M. 39 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 40 Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). 41 Planters and shurbs 42 grass Including 10 Grassing with selection No. 1 Doob and watering maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing Including supplying good earth, if needed (the grass and good earth shall be paid for separately) With grass Turf 43 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately). Holes 0.9 m dia. and 0.90 m deep. 44 Plantation of trees. 45 RCC Seat 46 CONSTRUCTION OF TUBE WELL AND INSTALLATION OF SUBMERSIBLE PUMPDrilling of 200 mm dia bore hole 47 Supply of 125 mm dia PVC pipe 48 Supply of 125 mm dia slotted PVC pipe 49 Supply and fixing of nylon jali around the slotted pipes complete as required 50 Providing and packing of coarse sand/pea gravel around the pipe 51 Transport of boring tools other required equipements and installation at site. 52 Supply of 5.0 HP KSB make submersible pump set model BPD 302/4+6UMA1/G 150/6/22 (SD) suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with KSB electric motor operating of 415 volts suitable for 3 phase 50 cycle A.C. Supply of following duty condition 7.5 HP 6 stage pipeA-Discharge of water in LPM 860 Approx size of discharge outlet in 65mmB-Total Head of pump set 45M 53 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 54 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 55 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 56 Lowering of 125 mm dia MS pipe in bore hole including cutting, jointing etc complete. 57 Supply and fixing of tube well accessories i.e. well cap. clips, clamps, etc. to complete the job in all respect. 58 Supply of control panel cubical type wall mounted vermin proof with internal winng duly enameled painted and mechanically finished having L&T of qui. Male switch fuse unit with HRC fuses, Armeter, Voltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capacitor single phase preventor etc complete set with supply of Jyoti or eq. Air break Star - Delta motor starter suitable for above submersible pump set 59 oxing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia Gl column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work

Key Value

Document Fees
INR 4947 /-
EMD
INR 381128.0 /-
Tender Value
INR 38.11 Lakhs /-

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