Construction of various water Harvesting Structure Under MJSA 2.2 Phase-II in Block Bhaniyana

Excavation by machine including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. (Soft/Loose soil)

Excavation by machine including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. (Hard / dense soil)

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. (Soft / Disintegrated rock )

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. (Hard rock not requiring blasting )

Cement concrete mix (1:4:8) well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 40mm

R.R. stone Masonry (using R. R. stones where stones to be not less than 15 cm in size in any direction) for foundation including all leads of all construction materials including curing etc. complete in 1: 6 Cement Mortar.

50mm thick Cement concrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm,

25 mm thick cement plaster on wall with 1:4 ratio with joint scraping and regular leveling for 14 days.

Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio

Lintel supply of stone and fixing in mortar used in masonary. 75 to 100 mm thickness.

P/L stone slabs, filling with cement in 1:4 ratio with top and bottom joints with stone chips, 2.4 m. from 3.0m span

Pouring the excavated soil/sand into the foundation and plinth at a distance of 50 metres (lead), levelling it, pouring water and tamping it with a mortar.

Unpolished rough kota stone/ jaisalmeri stone should be leveled directly on top of 20 mm thick cement mortar 1:4 and joints should be filled with cement mortar 1:3 and flush tipped.

Supply and installation of iron grating 125 mm diameter.

Dakkan GI SHEET

PVC Pipe

Sign Board Granite

सेन्‍टरिंग'शटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार।

Supply and laying of HDPE Geomembrane 500 micron,excluding GST (Horticulture letter 39-134 Date 20.04.2023)

Laying, welding & testing of 1mm HDPE Liner (WRD BSR CH-V ITEM NO 45) 2023

Cement concrete 1 cement, 3 sand and 6 aggregate of 20 mm nominal size stone for laying, compacting, and leveling the foundation including pitching for the embankment.

Supply and fixing of 150cm height angle iron posts 35*35*5 mm placed in every 3meter a part 30cm in ground embedded in CC 1:3:6. Corner and every tenth post to be strutted with angle iron provided and fixed and fitted with posts including earth work in excavation etc. with 4 line of barbed wire staple with GI wire.

Iron work in grills/gates etc. which includes cutting, mounting and fitting of flat cones, T's and channels etc.

Compaction of earth or highly weathered strata by manually or plain roller. (density 90% of Proctor) (BSR WRD )

Watering of earth including cost of carriage of water when source of water is beyond 1 Km but up to 5 Km extra per Km (BSR WRD)

Morrum, building debris, lime, gravel, stone ballast less than 40 mm nominal size for various distance transportation including loading, unloading and stacking. (The length of the transport will be calculated from the nearest route and not by road) lead upto 3Km

सीमेंट कंक्रीट 1 सीमेंट : 2 बजरी : 4 पत्‍थर एग्रीगेट अनुपात में 12 मिमी नामीय माप की एग्रीगेट के साथ डालना,कूटना तथा तराई आदि सहित