Rajya Krishi Utpadan Mandi Parishad Tender

4th Year @ 4.50%

4th Year @ 0.75%

Water Bound Macadam Sub-base (A) W.B.M. Grade-3 Providing laying spreading and compacting stone aggregates of specific size to water bound macadam, specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 Km in stages to proper grad and camber, applying and brooming stone screeing/binding materials to fill-up the interstices of coarse aggretate, watering and compecting to the required density grading 3 as Per Technical specification clause 405 (2)

Providing and laying Seal Coat type C over P.C. surface with 6.7mm nominal size grit @ 0.90cum/10sqm with bitumen VG-10 @ 6.50 Kg/10sqm including heating of bitumen to the required tempreture and including all material labour & T&P etc. complete & Per. MORD specification No. 510(Rates including of Bitumen VG-10)

2nd Year @ 1.50%

M-150 brick work in 1:4 cement C/sand of in foundation and plinth including supply of all materials, labour & T&P ect. Required for proper completion of the work. D.S.R. No. 6.1.2 Part-B

Providing and applying primer coat with Emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spreding primer at the rate of 0.70kg/sqm using mechincal means before Applying prime coat the surface will be cleaned with air compressor and water will also be sprinkled with water tanker to keep the surface Moist. The prime coat will be applied 24 hrs before the application of bituminous course including all Taxes, Material, Labour, T&P etc. required for proper completion of the work. as per MORD Specification No. 502

Part-B (I.L. Work) 05 Year Maintenance Charge @ 2.50% Routine Maitenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 1-1st Year @ Nill

Part-B (Inter Locking Tile Work) Laying of I shaped precast Interlocking tiles of thickness 80mm (Compressive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including VAT 100 mm (Rubber molded)

Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 Stone grit (20 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors. SI 279 (A) Part-B

Providing and applying Tack coat with bitumen VG-10 using bitumen pressuredistriutor at the rate of 0.30kg/sqm on the prepared primed granular/old painted surface, cleaned with Machanical broom including all Taxes, Material, Labour, T&P etc. required for proper completion of the work, as per MORD specification No. 503 (Rates Including of Bitumen VG-10)

2nd Year @ 0.25%

12mm Cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. (II) 1cement : 3 coarse sand (as per SI 17.58) II Part-B

Brick edging on both side of the road of M-150 bricks 8cm (3") wide and 12cm (4 1/2) deep laid with mud nortar including all labour and supply of brick finished to reqired template & ramming the excavated eart as directed by the Engineer-in- Charge.

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up 1.50 M & lead upto 30m including filling watering and ramming of excevated earth upto the trenches or into the space between the building & sides of the foundation trenches or into the plinth and remocal & disposal or surplus earth as directed by the E/I as upto a distance of 30m from the foundation trenches. (SI 251)Part-B

5th Year @ 6.00%

Providing & fixing Typical informatory sign board asper MORD specification and drawing. Three M.S. plate of 1.6 mm thick, top and middle plate duty welded with M.S. flat iron 25mm x 5 mm size on back on edges. The lower plate will be welded with M.S angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement conc. M-15 grade black of 450mm x 450mm x 600mm below ground level. All M.S. will be stove enametat on both sides. Lettering and Printing arrows, border etc.will be painted with ready mixed sign thick enamd paints of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 and annexure 1700.

Providing & laying cement concrete in 1:6:12 (1 cement : 6 coarse sand : 12 graded stone ballast 40mm nominal size) & curing complete, including cost of form work. In Foundation & floors. (SI 273) A Part-B

Part-A (Bituminous Work) Earth work in cutting in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m n depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slops and also including 1.5m lift and 30mlead. The earth form cutting to be used making embankment or to be deposied as spoil banks within 30m distance as directed by the E/I . S.I. No 253

5th Year @ 1.00%

3rd Year @ 0.50%