Department Of Local Bodies has published Construction Of Gravity Based Water Filtration Green Bridge With Mechanical System And O M Work For Strom Water Drain At Ramdham , Sajidehra , Jawahr Nagar And Balakund In Municipal Corporation Kota-South . . Submission Date for this Tender is 30-06-2021. Bridge Work Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 22-Jun-2021 | NNK/SOUTH/CIVIL/21/115-130 | Technical Bid | 28-06-2021 |
| 2 | 24-Jun-2021 | NNK/SOUTH/CIVIL/2021/146-160 | Date | 30-06-2021 |
| Name of Work: Construction of Gravity Based Water Filtration Green Bridge with Mechanical System and O&M work for Strom Water Drain at Ramdham, Sajidehra, Jawahr Nagar and Balakund in Municipal Corporation Kota-South. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | WORK NAME | 1 | ||
| 2 | 1.01 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 2 | 3000 | Cum |
| 3 | 1.02 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In hard rock (Blasting prohibited) Depth upto 1.5 m | 3 | 1800 | Cum |
| 4 | 1.03 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 4 | 300 | Cum |
| 5 | 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 5 | 505 | Cum |
| 6 | 1.05 | Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand) | 6 | 1300 | Cum |
| 7 | 1.06 | Plastering with cement mortar (1:3) on Brick/stone work in substructure/ super structure at any height complete as per clause 1312 of MoRT&H specification including all material, labour, scaffolding etc. 20 mm plaster on stone work | 7 | 5000 | Sqm |
| 8 | 1.07 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) | 8 | 800 | Cum |
| 9 | 1.08 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. | 9 | 1500 | Sqm |
| 10 | 1.09 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars | 10 | 70000 | Kg |
| 11 | 1.1 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 11 | 100 | Cum |
| 12 | 1.11 | Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m² | 12 | 200 | Sqm |
| 13 | 1.12 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 13 | 35000 | Kg |
| 14 | 1.13 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. | 14 | 1200 | Sqm |
| 15 | 1.14 | Random rubble dry stone Kharanja (soling) under floor. | 15 | 600 | Cum |
| 16 | 1.15 | Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. | 16 | 3000 | Cum |
| 17 | 1.16 | Pumping out water caused by springs tidal or river seepage, broken water mains or drains and the like with pumping set of following H.P. including P.O.L./power consumption etc. completed5 to 9 H.P. (BSR 2013) | 17 | 3000 | Hrs |
| 18 | 1.17 | Making holes in all types of rock for anchorage etc.for any depth below foundation level 30/40 mm dia. including fixing charges for providing of inserts like anchor bars along the grouting, anchoring etc. true in line & plumb as per approved detailed working drawing including cost of cement grout etc. complete in all respect.(Cement grout 1:1 as per clause no. 2800 & 2806 of MoRTH Specification)(excluding cost of steel) and as per the directed of the Engineer. | 18 | 2000 | Mtr |
| 19 | 1.18 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. 150 mm internal diameter | 19 | 500 | Mtr |
| 20 | 1.19 | 200 mm internal diameter | 20 | 200 | Mtr |
| 21 | 1.2 | 300 mm internal diameter | 21 | 400 | Mtr |
| 22 | 1.21 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches in complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 75 mm dia | 22 | 1000 | Mtr |
| 23 | 1.22 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth Beyo nd 5 Km upto 10 Km. per Km. | 23 | 3000 | Cum |
| 24 | 1.23 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work | 24 | 700 | Sqm |
| 25 | 1.24 | Supply and planting following species best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. Plumeria alba ( Champa) | 25 | 25 | Nos |
| 26 | 1.25 | Gulmohar(Delonix regia) | 26 | 25 | Nos |
| 27 | 1.26 | Jacaranda mimosifolia (Neelli Gulmohar) | 27 | 25 | Nos |
| 28 | 1.27 | Yucca | 28 | 25 | Nos |
| 29 | 1.28 | Bougain villea | 29 | 25 | Nos |
| 30 | 1.29 | Providing and laying specified apron for protection against scour complete as per drawing and technical specification as per clause 2503 of MoRT&H Specification. Boulder/Quarry stone, not less than 40 kg each and specific gravity not less than 2.65, without wire crates. | 30 | 300 | Cum |
| 31 | 1.3 | Opration & maintenance Work (O & M Work) of plant for three years after completetion of construction work at site. Mazdoor/ helper (For 2 Years) | 31 | 1500 | Nos |
| 32 | 1.31 | Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, turn-on supports, rope and pulley supports etc. and any required necessary item, withal accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/ Stop log gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 micron sand finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings. | 32 | 48 | Tonne |
| 33 | 1.32 | Design, Drawing, fabrication, supply, erection and commissioning of Trestle assy/ Railing decking/ Trash rack / Structural steel hoist bridge/ structural steel hoist supporting structure form on orail/ Cat walk bridge for connecting spill way piers for all type of sluice with embedded parts consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all other accessories for operating gates, other structure including cost of all materials, machinery, labour, tools and tackles, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paintetc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for structural steel components and other materials. | 33 | 15 | Tonne |
| 34 | 1.33 | Painting of Spillway gates, sluice gates, canal gates (both vertical or radial), stop log gates ,exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177, for which surface preparation by blast cleaning of class "B" primer coat (one coat) of inorganic zinc silicate (preferably airless pray) or alternatively, two coats of zinc rich primer (containing not less than 85% zinc on dry film) to give dry film thickness of 70±5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using air less spray to provide dry film thickness of 150±5 micron percoats. | 34 | 500 | Sqm |
| 35 | 1.34 | Stainless Steel (Grade 304) work welded in built up sections/ framed work/ sheet work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates, sheet work and similar works. | 35 | 8025 | Kg |
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