PMJVK Scheme

CC ROAD :- Forming embankment with Side earth by mechanical means upto SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and , complete for finished item of work as per MoRT&H specification 305 (4th revision) (Payment will be made based on level for finished item of work).

Construction of Gravel shoulders including cost, and conveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compacting with vibratory roller to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H Specification 401& 407 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with RotaSTor / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

Providing Plain Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (4th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.

Supplying and laying of Ply sheet 125 micron of 125 microns over Granular sub-base, including sales & other taxes, cost and conveyance of all materials and labour charges etc., complete for finished item of work.

Vibrated cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (4th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

Groove Cutting of 2-3 mm of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Manufacture, Supply and Delivery of 1000mm dia NP4 R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate permeter of effective length) Excluding transportation & taxes

Lowering the RCC plain ended pipes carefully into the trench laying them true to alignment and gradient, jointing RCC pipes with Cement joints including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., and testing including filling with water with a water lead upto 500 metres as per BIS No.783/85.