Development of basic tourism infrastructure facilities in respect of Ghatgaon Block (Rajabandh Tank)

Earth work excavation in Hard soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5m lift & stacking the soil upto a lead of 100 meter & including dewatering , removing slush, shoring & struting (as required), complete as per specification & as directed by the Engineer-in-charge.

Filling at all depth with availeble excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering coplete (lead upto 100m) as directed by the Engineer-in-charge.

Supplying of filling sand in foundation & over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification & direction of Engineer-in-charge.

Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone agregate 40mm nominal size) as leveling course in foundation and plinth etc. including tempering, curring suttering etc. complete all depth & hight.

Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm. (6") thick to the required level ramming, watering, curing etc. comlete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as directed by the Engineer-in-charge.

First class Fly ash Brick masonary using bricks of size 25cm x 12cm x 8cm having crushing strenth not less than 75 kg per sqr. Cm in cement mortar of mix (1:6) with ordinary portland slag cement (PSC) and screened & washed sand for mortar after immersing the bricks for 6 (six) hours in water before use in Foundation & Plinth including splays cutting , circular moulding, corbelling, chamfering and similar such type of works, watering and curring etc. including cost, conveyance, loading, unloading royalities and taxes of all materials, cost of labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.

First class Fly ash Brick masonary using bricks of size 25cm x 12cm x 8cm having crushing strenth not less than 75 kg per sqr. Cm in cement mortar of mix (1:6) with ordinary portland slag cement (PSC) and screened & washed sand for mortar after immersing the bricks for 6 (six) hours in water before use in Superstructure including splays cutting , circular moulding, corbelling, chamfering and similar such type of works, watering and curring etc. including cost, conveyance, loading, unloading royalities and taxes of all materials, cost of labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.

Providing lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200kg./Square cm. in 15cm. Cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12mm to 20mm size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20mm size chips not to exceeds 25%) to be mixed in concrete mixture with Port Land Slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrator, watering & curing for 28 days, centering and shuttering then after dismateling & removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P required of the work etc. complete in all respect as directed by the Engineer-in-charge. But excluding cost and conveyance of M.S rod or Tor steel and biding wires and labour charges of straingthening, cutting bending etc. of MS rods or tor steel tying the grills and placing in proper position Grond Floor a) Footing

b) Column upto plinth

c) Plinth Beam