General

Earthwork excavation in Ordinary soil by Manual Means upto 3 m depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (RBR-FNDN-1(B)) - 1 Cum. For Kerb Wall

Filling of Stone Crusher Dust for foundation trenches including cost and conveyance of all materials and all labour charges ramming, watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH. For Kerb Wall

Providing concrete for plain/reinforced concrete (M10) in open foundations using 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. For Kerb Wall

Supply and fixing of C.C. Kerb not less than M30 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor. For Kerb Wall

Collection and Supply of Red earth from approved quarry stacking at site to departmental gauge including cost and conveyance of all materials and all type of labour charges to site etc., complete to SS. For Walking Track

Earthwork excavation in Ordinary soil by Mechanical Means upto 3 m depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (RBR-FNDN-1(B)) - 1 Cum. FOR PAVER BLOCKS EARTH WORK

Carting away the surplus excavated earth from the work site with a lead of 3 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete - 1 Cum.

Construction of granular sub-base (GSB) by providing Well graded material for Grading III mixing in a Mechanical Mix Plant at OMC carriage mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with 80-100 kN Vibratory Roller to achieve the desired density, complete as per Technical Specification of MORTH. For Paver Bed

Filling of Sand for foundation trenches including cost and conveyance of all materials and all labour charges ramming, watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH. For Paver Bed

Supply of precast concrete blocks for paving of M-40 grade and thickness not less than 70-80 mm for Medium traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification MAT-00842 BMT-D.14. For Laying of Paver Blocks

Labour charges for laying & fixing of precast concrete blocks for paving of all grades, any thickness, all sizes & shapes including all labour charges for loading & unloading, laying to desired lines and levels complete excluding cost of cement, sand, water, electricity etc. LAB-01180 BMT-D.17. For Laying of Paver Blocks

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm (6") thick fine red garden soil, covered with a thin layer of 20 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., complete for bed preparation and laying and ramming of lawn mats/rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller/demesha, internal transportation and watering etc., complete for finished item of work excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm

Maintenance of lawns: Lawn mowing with electric motor/portable cutter machine and edging & weeding of the lawns (once in 15 days from June-Nov and once in 30 days from Dec-May) with watering 10 to 15 ltrs/per Sqmt/per day basing on season and weather conditions (30 watering is required in a month to maintain sub-soil moisture continuously), application of fertilizers, insecticides, Fungicides (once in a month) by manual excluding cost of fertilizers & water. For 1 Year

One Job Work For Repairs of Children Play Equipment including all materials and all labour charges for fixing etc complete as per ss

One Job Work For Fixing of Fountain including all materials and all labour charges for fixing etc complete as per ss

Provision for Seignorage charges

Provision Towards merit 2%

Provision Towards DMF 30%

Provision for NAC @ 0.10%

Provision for GST @ 18%

Provision for TPQA @ 0.739 %

Unforeseen item