Construction work of New Charging drains and culverts for kyar and Repairing of old charging drains of kyars to start abandoned kiyars at Nawa Kyar Production area, Sambhar Salts Limited, Nawa City.

Amount

Construction work of New charging drains and culverts for Kyar and Repairing of old charging drains of kyars to start abandoned kyars at Nawa Kyar Production area, Sambhar Salts Limited, Nawa City”

Earth work in excavation by mechanical means (Hydroulice Excavator) / Manual Mean’s over area (Exceeding 30 cm in depth 1.5 m in depth as well as on 10 Sqm on plan) including disposal of excavated earth, lead upto 50 mtr. and lift upto 1.5 mtr. disposal earth to be levelled and neatly dressed. All kind of Soil.

Laying dry stone soling and packing closely of 0.30 mtr. Thick over the horizontal surface. soling is to be done including filling voids with chipping. Complete in all respect and as per direction of site engineer. Complete in all respect.

Providing and Laying in position cement concrete including Curing, Compaction etc. Complete in specified grade excluding the cost of centering & shuttering – M20 grade Nominal Mix 1:1.5:3 (1 Cement : 1.5 corase sand : 3 grade stone aggregate 20mm nominal size).

Random rubble stone masonry for with hard stone in cement mortar above 30 cm thick wall in cement mortar 1:3 (1 Cement : 3 Sand).

Providing and fixing cement concrete coping 1:2:4 mix, 75 mm thick complete as per specification.

Pointing on stone masonry in cement sand mortar 1:3 (1 Cement:3 Sand) Flush/Ruled/Struck or weathered pointing.

Repair to stone masonry in cement sand mortar 1:6 with old and new stone. (1 Cement : 3 Sand)

Providing and Laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in headed walls and parapets clause 2905. (1000 mm dia)

Banking earth in layers, breaking clods, watering at optimum Moisture content rolling each layer with 8-10 tonne vibratory road roller in layer (compacted thickness not exceeding 20 Cm) to achieve 95% of maximum laboratory dry density at every layer as per IS 2720 (Part 7 or 8) and dressing up in embankments for road, flood banks marginal banks and guide banks etc.

Bidder Name

Amount in Words

ABDUL SHEED CONTRACTOR (BID ID -3225496)

B AND B INFRAPROJECTS PVT LTD (BID ID -3226413)

VEECONS INTERNATIONAL (BID ID -3224130)

SHANTI ENTERPRISES (BID ID -3217805)

PAPPU RAM JAT (BID ID -3226786)

VEECONS INTERNATIONAL (BID ID -3224130)

B AND B INFRAPROJECTS PVT LTD (BID ID -3226413)

PAPPU RAM JAT (BID ID -3226786)

ABDUL SHEED CONTRACTOR (BID ID -3225496)