Agricultural Produce Market Committee Tender

KSRRB M2100- Excavation in Ordinary Soil KSRRB M2100-1.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications I. Ordinary soil - A . Manual Means (i) Depth upto 3m MORTH Specification No. 304. as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRRB 300 - Excavation for road formation KSRRB 300-3. Earthwork excavation and forming in embankment by manual means in ordinary soil (When earth is taken from bank cutting or from borrow pits ) including breaking of clods, spreading to required line and level, forming, and cost of all labour complete as per specifications. ( excluding watering and compaction of earth ) (with all lead and lift) MORTH / Chapter 3 as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRRB M300-14.Excavation for roadwork in all types of soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,and transportation with lead of 1.00 km and complete as per specifications. as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRB 4-1.2 : Providing and laying in position plain cement concrete mix 1:2:4 with OPC @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.63cum and fine aggregates @ 0.42cum including cost of materials, labour, HOM of machinery, curing, form works, scoffolding and centering complete as per MORTH Sectiom :2200 & IS 456 upto 5mtr height as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRRB M800-29.1. Providing and laying of a reinforced cement concrete pipe duct, 300mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing headwalls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joints to be made leak proof , invert level of duct to above higher than ground level to prevent entry of water and dirt all as per IRC : 98 - 1997 and approved drawings complete as per specifications. as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRRB M600-1. Construction of dry lean cement concrete mix 1:5:10 base with OPC with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. MORTH Specification No. 601 OPC @ 150 kg/cum-Slipform paver with electronic sensor as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum. as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

Providing and fixing pre cast solid concrete kerb stones of size 450x200x400 mm made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting ete., complete. as directed by the Engineer Incharge of the work., complete with all lead and lifts.

KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Chapter 8 as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRRB M2200-5.9. Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5 m height. as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. as directed by the Engineer Incharge of the Work., complete with all lead and lifts. (- do - Fe 500)

KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

Road Humps / speed breakers for control of vehicular speeds on roads Providing road humps for the entire formation width, using bituminous premix materials and heavy duty cobble stones 60 mm thick, having road hump dimension of 1.00 mtr. (width) X 0.15 mtr (height) rectangular sections and ramp on either side of road hump of 0.85 mtr (wide), including providing WBM (2 layers) for shoulder portion 1.7mts in length on either side, completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC SP 67 -2010 (for details refer IRC 99-1988) as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRB 4-1.2 : Providing and laying in position plain cement concrete M-10 mix (1:3:6) with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2. as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6 as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRB 2.3 : Filling available excavated earth (excluding rock) in side around foundation upto plinth in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications. as directed by the Engineer Incharge of the Work., complete with all lead and lifts.

KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. as directed by the Engineer Incharge of the Work., complete with all lead and lifts. ( - do - Fe 500)