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Tender For Development Of Nageshwar Ashram Dham, Fatehpur, Uttar Pradesh - Cutting Of Behya/Sarpat Gondi/Elephant Grass And Other Weeds. 2 Cost Of Boring 350Mm Dia And Up To 06.00M Depth With One Under Reamed Bulb 500 Mm Dia (As And Where Required), Fo, fatehpur-Uttar Pradesh

Irrigation Department has published Tender For Development Of Nageshwar Ashram Dham, Fatehpur, Uttar Pradesh - Cutting Of Behya/Sarpat Gondi/Elephant Grass And Other Weeds. 2 Cost Of Boring 350Mm Dia And Up To 06.00M Depth With One Under Reamed Bulb 500 Mm Dia (As And Where Required), Fo. Submission Date for this Tender is 06-12-2024. Gardening Tenders in fatehpur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

46465625
Tender For Development Of Nageshwar Ashram Dham, Fatehpur, Uttar Pradesh - Cutting Of Behya/Sarpat Gondi/Elephant Grass And Other Weeds. 2 Cost Of Boring 350Mm Dia And Up To 06.00M Depth With One Under Reamed Bulb 500 Mm Dia (As And Where Required), Fo
Tender
Indian
Uttar Pradesh
Fatehpur
06-12-2024

Tender Details

Development Of Nageshwar Ashram Dham, Fatehpur, Uttar Pradesh - Cutting of behya/sarpat gondi/elephant grass and other weeds. 2 Cost of Boring 350mm dia and up to 06.00M depth with one under reamed bulb 500 mm dia (as and where required), for construction ofRCC piles, in average type of strata containing sand, medium dry clay mixed with kankar or churry of both, with auger machine, providingside support with bentonite slurry of casing pipe, complete in all respect. 3 Earth work in excavation in foundation in ordinary soil/ sandy loam, clay or sand including lift upto 1.5 m and lead upto 30 meter including filling, watering and ramming of excavated earth into the trenches or upto the space and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m from the foundation trench. Dry earthworkin foundation. 4 Wet earth work in excavation in foundation in ordinary soil/ sandy loam, clay or sand including lift upto 1.5 m and lead upto 30 meter including filling, watering and ramming of excavated earth into the trenches or upto the space and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m from the foundation trench. 5 E/W in filling, excavated earth in shories of bunds for coffer dam & outer wall. 6 R.C.C. in 1:1.5:3 with (1 cement: 1.5 coarse sand: 3stone grit 10 mm to 20 mm) M20 Grade with propermixing, placing, mechanical compaction and curingincluding cost of all material, labour, T&P etc. and lead up to 60m and lift up to 3.0m by Mechanical mixing as per direction of Engineer-in-Charge. 7 R.C.C. in 1:1:2 with (1 cement: 1 coarse sand: 2 stone grit 10 mm to 20 mm) M25 Grade with propermixing, placing, mechanical compaction and curingincluding cost of all material, labour, T&P etc. and lead up to 60 m and lift up to 3.0m by Mechanical mixing as per direction of Engineer-in-Charge. 8 P.C.C. in 1:3:6 with (1 cement: 3 coarse sand: 6 stone ballast 20 mm to 40 mm) M10 Gradeincluding cost of material up to 3 m lift and 60 m lead including mechanical vibration, all labour and T&P etc. With mechanical mixing as per direction of Engineer-in-Charge. 9 Centering & Shuttering for R.C.C. work including cost of materials, labour and T&P required for proper completion of work for slab, lintels, columns & walls etc. As per direction of Engineer-in-Charge. 10 Pre moulded Joint filler material with sealing compound, 25 mm thick for expansion joint. 11 Supplying and placing of Reinforcement in position including cutting, bending, binding (with 16 SWG binding wire) and including labour, tools & plants, carriage, loading unloading and stacking of all materials at site for proper completion of works at all respect. 12 M-150 Class brick work in 1:4 cement mortar (1 cement : 4 coarse sand having fineness modulus above 2.00) in foundation and plinth including supply of all materials, labour and T&P etc. as required for proper completion of the work. 13 15 mm thick cement plaster of mix : 1:4 (1 cement: 4 coarse sand) including supply of all materials, labour and T&P etc. as required for proper completion of the work. 14 12 mm thick cement plaster of mix : 1:4 (1 cement: 4 coarse sand) including supply of all materials, labour and T&P etc. as required for proper completion of the work. 15 Finishing walls in two coats with water proofing cement paint of premium quality such as super snowcem, Durocem, Supercem, of required shade on new wall surface over one coat of white cement primer to give an even shade after including curing and cost of all materials, labour and T&P etc. as required for proper completion of the work. 16 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 17 Providing & Laying Interlocking C.C. paver block (80 mm thick, M-30 grade ) with preparation of sub base including filling joints with sand and cost of all materials, labour and T&P etc. as required for proper completion of the work. 18 Providing and Laying 6 mm. china white glazed or colour tiles in wall laid with1 : 3 cement & coarse sand mortar finished with white cement slurry, jointing & polishing complete, including supply of all material, labour T&P etc. as required for proper completion of work. 19 Providing and Laying premium quality Glazed vitrified tiles(GVT) flooringover 20 mm thick base of cement mortar 1 : 3 (1 cement: 3 coarse sand) and jointed with white cement (with pigment) slurry including cost of all material, labour, T&P, rubbing and polishing complete in all respect. 20 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes with all fitings & joints 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.110 mm diameter. 21 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm thickM.S. gusset plates at the junctions and corners with all necessary fittings complete, including applying a priming coat of approved steel primer & 2 coats of synthetic enamel paint. Using flats 30x6mm for diagonal braces and central cross piece, including supply of all materials, labour and T&P etc. as required for proper completion of the work. 22 Providing Wash basin 550x400 mm size of white glazed earthen ware (22x16), R.S. Bracket for flushing cistern/sink and wash basin, C.P. Brass piller tap 15mm dia and Fixing wash basin holes for pillar tap with C.I. or M.S. brackets painted white including cutting hole & making good the same but excluding fitting and cost of materials including labour and T&P etc. as required for proper completion of the work. 23 Providing and Fixing White Glazed Earthen ware pan 580mm dia (Orissa Pan) with S or P Trapand 10 litre C.I. low level flushing cistern & R.S. bracket for flushing cisternincluding labour and T&P etc. as required for proper completion of the work. 24 Providing and fixing White Glazed Earthen ware (European type) WC pan 580mm dia with10 litre C.I. low level flushing cistern & R.S. bracket for flushing cistern including labour and T&P etc. as required for proper completion of the work in Toilet. 25 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 26 Providing and fixing P.V.C. waste pipe for sink or washbasin including cost of materials, Labour T&P etc. 27 Providing and fixing Mirror of Atul Make with indian polish of 600x450 mm size with bevelled edge Hard Board Sheet with clip complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C.P. brass screws and washers. 28 Providing and fixing C.P. bib cock heavy quality (gem Mikado/Encesss Williams or eqv,) complete with all fittings, labour and T&P. 15 mm dia having weight not less than 200 gm. 29 Providing and fixing C.P. stop cock heavy quality (gem Mikado/Encesss Williams or eqv,) complete with all fittings, labour and T&P. 15 mm dia having weight not less than 200 gm. 30 Providing and fixing PVC Connection 450 mm long with two brass units. 31 Providing and fixing gun metal non- return valve of approved quality (screwed end)25 mm nominal boreHorizontal complete with all fittings, labour and T&P. 32 Providing and fixing in position C.P. brass towel rail 750x20 mm together with pair of C.P. brass brackets to fit the towel rail including making chases in walls and repairing the same in 1:3 Cement mortar complete. 33 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including tank nipple & GI union but without fittings and the base support for tank. 34 Hiring 5HP Diesel Pump including operator & PO.L for Dewatering 35 Providing and placing Eucalyptus bali 5 base dia and average 5.80 m. length for piling in construction of coffer dam, complete in all respect, includingall lead & lift or delift with cost of all material, labour and T&P. 36 Providing and placing Eucalyptus bali 4 base dia and average 4.80 m. length for piling in constructionof coffer dam, complete in all respect, including. all lead & lift or delift with cost of all material, labour and T&P. 37 Providing and placing EC bag filling it with locally available sand, sewing with sutli and placing in position in constructingcoffer dam, complete in all respect, including all lead & lift or delift with cost of all material, labour and T&P. 38 Providing and fixing railing made of hollow SS pipe 304 grade with press fit technology of 50 mm diaincluding welding, grinding buffing, polishing and making curvature (wherever required) and fitting the same with neccesry stainless steel nuts and bolts complete, i/c fixing the railing with necessary accesories & stainless steel dash fastners, stainless steel bolts etc, of required size with suitable arrangement as per approved by the Engineer-in-Charge. 39 Providing and fixing GI Pipe class B 15mm Dia complete with fitting & clamps, including cutting and making grooves in the walls etc. 40 Providing and fixing GI Socket 15mm Dia. 41 Providing and fixing GI Elbow 15mm Dia. 42 Providing and fixing GI Tee 15mm Dia. 43 Providing and fixing GI Pipe class B 25mm Dia complete with fitting & clamps, including cutting and making grooves in the walls etc. . 44 Providing and fixing GI Socket 25mm Dia. 45 Providing and fixing GI Elbow 25mm Dia. 46 Providing and fixing GI Tee 25mm Dia. 47 Brick roraworkin mud mortar using ClassM150 Brick, in base of floor complete in all respect, as per direction of Engineer-in- charge. 48 Providing and laying 500 mm thick(in two layers) pitching withstone boulder (25 kg to 50 kg weight), complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work. 49 Providing and laying 100 mm thick, 20-40 mm sizestone ballast below stone boulder pitching complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work. 50 Providing and laying 100 mm thick local sand belowstone ballast on slope, in filter of stone boulder pitching, including preparation of sub-grade, complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour and T&P charges required for proper completion of the work. 51 Deep Struck cement pointing on stone masonry in 1:2 Cement mortar (1 cement : 2 coarse sand (F.M more than 2.00)) , complete in all respect, as per direction of Engineer-in- charge, including all lead, lift and delift, with cost of all materials, taxes, royalty, carriage, labour, proper curing and T&P charges required for proper completion of the work. 52 RR Stone masonry with stone boulder in 1:3 Cement Mortar (1 cement : 3 coarse sand (FM more than 2.0 )) complete in all respect as per direction of engineer in charge, including all lead, lift and delift with cost of all materials, tax, royalty, carriage, labour, proper curing and T&P charges reauired for proper completion of work. 53 O&M cost for 6 months after completion of work including maintenance, repairing, cleaningand providing 03 Nos security guard for 24 hours watching of Ghat including all labour, material and T&P etc.signage.

Key Value

Document Fees
INR 2720 /-
EMD
INR 714000.0 /-
Tender Value
INR 3.57 Crore /-
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