Repairing of damaged dot nala in front of jewrat ghar P.road under ward-49 zone-4.

Barricating of damaged portiom with Bamboox Wallies with ropes and red cloth ete all complete

Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of materials as directed by engg. i/c. within a distance of 60mtr.

Earth work in surface excavation by mechanical means (Hydraulic excavator)/manual means foundation trenches or drain (not exceeding 1.5m in width or 10sqm on plan), excavated soil and disposal of surplus excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing and sides and ramming of bottoms, lift upto 1.50m including getting out the all kinds of soil.

Add extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stocked materials. All kinds of soll (from 1.50-3.00Rmt)

Desilting of covered nala in liquid or mud in foul position inchuding lift up to 1.5m etc all complete

Dewatering of nala by deisel pump including heir charges of pump, pump operator fuel charges cartage of pump at site ete all complete.

Making Bundha By Empty Cement Bags (Gunny Bogs) Filled With Local Sand & Tightened Using Sutli And Carriage Up Site Including Etc All Complete

Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)

15mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement 4 find sand)

Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering. 1:6:12 (1 cement: 6 coarse sand 12 graded Brick aggregate 40mm (nominal size).

Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:2:4 (1 cemet: 2 coarse sand (zone-iii): 4 graded stone aggregate 200 mm nominal size

Reinforced cement concrete work in beam, suspended floors, roofs having slope up to 15" landing, bolconies, shelves, chajjas, lintels. bands, plain, window sills, stair cases and spiral stair cases above plinth up to floor five, level excluding the cost of centering. shuttering, finishing and reinforcemen, with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded

Providing & laying in poxition specified grode of reinforced cement cocrete, excluding the cost of centering, shuttering, finishing and reinforcement All work up to plinth level 1:15:31 coment 13 course sund 3 graded stone aggregate 20mm

Centering & shuttering including strutting propping etc and removal of form work (upte 5th floor) Retaining walls, return walls, walls (any thickness) inchuding attavhed pilasters, buttersses, plinth and string courses fillers, kerbs, and stept etc

Steel reinforcement for RCC work including straightening, cutting, bemling, placing in position and binding all completeupto plinth level. Thermo mechanically treated bars of grade Fe-500D or more

Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work.

Making connection of pipe to the existing manhole/sewer line etc all complete

costructing brick masonary manhole inside size 900 x 800 and 500mm deep including C.I Cover frame in cement moratr 1:4 (1 cement 4 coarse sand) with RC.C. top slab with 1:2:4 mix (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size). foundation concrete 1:4:8 mix (1 cement:4 coarse sand: 8 garded stone aggregate 40 mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) Finished wita a floating coat of neat cement complete as per standard design.

Brick on edge floor with class-150 brick laid dry joints filled including preparation of base to proper slop etc all complete.

Supplying and filling in plinth with sand under under floors, including watering, ramming, cosolidating and dressing complete.

Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size)

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (Icement: 3 coarser sand) including making joints with or without grooves (thickness of joints except ar sharp curve shall not to more than 5mm) including making drainage, opening wherever required complete etc. as per direction of Engg-in-charge (Length of finished kerb shall be measured for payment)

Disposal of moorum/building rubbish/malba/similar unserviceable, dismantled or waste material by mechanical transport including loading. transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

Add 18 % G.S.T.