Rajya Krishi Utpadan Mandi Parishad Tender

Providing & laying cement concrete in 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregae 40mm nominal size) including foundation and floors, asper SOR. CH. No. 5 SI. 275 Acost of form work. In Foundation & floors. (SI 273) A

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.

Part-A (Bituminous Work) Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50m in 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 lift 1.5m lift and 30m lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30mtr. distance as directed by the E/I . S.I. No 253

Providing and laying & rolling of open graded premix carpet of 20mm thickness composed of 13.20 to 5.60 mm aggregates including mixing in a suitable plant, laying with a three wheele 80-100KN static Rooler capacity, finished to required leve & grades Bitumen @ 14.6Kg/10Sqm agea for premixing including Taxesx, Material, Labour and T&P etc required for proper completion of the work as per MORD specification No. 508 ( Rates including of Bitumen VG-10)

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.

Ruled pointing on brick work with cement mortar 1:3 ( 1 Cement : 3 fine sand ) as per SOR Ch. 13 SI. 574 (A)

3rd Year @ 1.50%

2nd Year @ 1.00%

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)

4th Year @ 2.00%

5th Year @ 3.00%

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)

Supply laying & fixing of 600 NP 3 class Hume pipe in Proper position in culvert

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

Supply laying & fixing of 350 NP 3 class Hume pipe in Proper position in culvert

Providing & laying 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. Ch. 20 SI. No. 18

12 mm Cement Plaster on brick work with cement mortar of mix (All floors) 1: 4 ( ( 1 Cement : 4 coarse sand ) as per SOR Ch. 13 SI. 583

White washing with lime on undecorated wall surface ( two coat) to give an even shade including thoroughtly brooming the surface to remove all drut, dust, Mortar drops and loose scales of lime wash and other foregin, as per SOR. CH. 16 , (SI. 672) Qty same ase pointing

Class-150 (Non Modular) brick work in 1:4 cement & Coarse sand mortar in foundation and plinth including supply of all material, labour & T&P etc. required for proper completion of the work. (Coarse sand not less than 2.25 FM) as per SOR Ch. 6 SI. 307

Water Bound Macadam Sub-base (A) W.B.M. Grade-2 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)

Earth work in Excavation for foundation of structures upto 3 m depth as per drawing and techinacal specification cluse 1104 including setting out, Construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material Mord 9.1 (1100 &. 300)