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Land Reclamation Work With Drains Land Reclamation Work With Land Fill And Development Garden Work On It At Municipal Corporation Kota-South Area . 8, kota-Rajasthan

Department Of Local Bodies has published Land Reclamation Work With Drains Land Reclamation Work With Land Fill And Development Garden Work On It At Municipal Corporation Kota-South Area . 8. Submission Date for this Tender is 30-06-2021. Land Development Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

28138860
Corrigendum : Land Reclamation Work With Drains Land Reclamation Work With Land Fill And Development Garden Work On It At Municipal Corporation Kota-South Area . 8
Open Tender
Indian
Rajasthan
kota
30-06-2021

Tender Details

Land Reclamation Work With Drains Land Reclamation Work With Land Fill And Development Garden Work On It At Municipal Corporation Kota-South Area . 8

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 22-Jun-2021 NNK/S/CIVIL/2021/115-130 Technical Bid 28-06-2021
2 24-Jun-2021 NNK/SOUTH/CIVIL/2021/146-160 Date 30-06-2021

Key Value

Document Fees
INR 6000 /-
EMD
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Tender Value
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BOQ Items

Name of Work: Land Reclamation Work with Drains (Land Reclamation Work with Land Fill and Development Garden Work on It) at Municipal Corporation Kota-South Area.
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 5000 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 2000 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. 4 450 Cum
5 1.04 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) 5 1100 Cum
6 1.05 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-25 Grade Concrete (1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) -As per design mix) 6 750 Cum
7 1.06 Supplying and stacking good earth at site of work. Earth measured in stacks will be reduced by 20% foe payment 7 2000 Cum
8 1.07 Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year. 8 960 Nos
9 1.08 Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M-10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 10.2.1 Using Concrete Mixer 9 1000 Mtr
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 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 and Shelves (Cast in situ) 11 3500 Sqm
12 1.11 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). 12 450 Sqm
13 1.12 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. mm plaster on brick work 13 1200 Sqm
14 1.13 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. Red sand stone 14 400 Sqm
15 1.14 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. 15 10000 Kg
16 1.15 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work. 16 1000 Sqm
17 1.16 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). 17 2000 Sqm
18 1.17 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized 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 etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 80mm thick 18 300 Sqm
19 1.18 Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge. Mesh size 50mm x 50mm made of GI wire 3.15mm dia 19 1000 Sqm
20 1.19 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\nmm nominal size). 20 200 Cum
21 1.2 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. Bauhinia blakeana (Arckid) 21 250 Nos
22 1.21 Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth 22 3000 Cum
23 1.22 Maintenance of Plants ( other than Road side Plantation) -Complete maintenance of plants with watering for 12 months including weeding, hoeing, watering, pruning application of good earth, manure, insecticides, fungicides & fertilizers , security of plants disposal of garden rubbish from the premises to the approved municipal dumping ground replacing casualty of plants occurred due to any reason) by healthy plants. 23 1000 Per Sqm for 3 Year
24 1.23 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. 24 25 Tonne
25 1.24 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. 25 10 Tonne
26 1.25 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. 26 400 Sqm
27 1.26 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. 27 4940 Kg
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