Protection of Type-IV Block-A, building, affected by landslide during heavy rains at NIT Hamirpur. (SH Proposed RCC wall for protection of Type-IV Qtrs.).

Amount

Earth work in excavation ( All kinds of soil) by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressedincluding entire carriage of material in all leads , lifts, Height and cost of all other incidentals.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mincluding entire carriage of material in all leads , lifts, Height and cost of all other incidentals. All kinds of soil.

Providing and laying in position cement concrete of brand ACC, ULTRATECH,AMBUJA specified grade excluding the cost of centering and shuttering including entire carriage of material in all leads , lifts, Height and cost of all other incidentals. - All work up to plinth level :- 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).

Reinforced cement concrete of brand ACC, ULTRATECH,AMBUJA work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement including entire carriage of material in all leads , lifts, Height and cost of all other incidentals.:

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources

Steel reinforcement for R.C.C. work of brand SAIL,TATA STEEL LTD OR JINDAL including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form work for retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc including entire carriage of material in all leads , lifts, Height and cost of all other incidentals.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of make JINDAL, ASTRAL OR FINOLEX Conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter including entire carriage of material in all leads , lifts, Height and cost of all other incidentals.

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge including entire carriage of material in all leads , lifts, Height and cost of all other incidentals.

Providing and laying non-pressure NP2 class of (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete including entire carriage of material in all leads , lifts, Height and cost of all other incidentals.

450 mm dia. R.C.C. pipe

Constructing brick masonry With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 for manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design including entire carriage of material in all leads , lifts, Height and cost of all other incidentals.

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

SUNIL KUMAR CONT

Ashish Chauhan

ILLUMINATE MANAGEMENT AND GLOBAL SERVICES PVT LTD

Ankita Dubey