Construction of Samudayik Bhawan Panchayat Ghar at Kotli Development Block Sadar HP SH Civil work

Amount

Cutting in earth work etc. in all kinds of soil such as pick work ,pick jumper work , jumper blasting work , soft and hard blasting ,saturated soil , including chiseling or any other mixed variety of soil in all leads dewatering and or removal of slush and other incidentals , including stacking the excavated soil clear from the edge of excavation and than returning the stacked soil in all thickness of layers when required into plinths side of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work ,pick jumper work , jumper blasting work , soft and hard blasting ,saturated soil , including chiseling or any other mixed variety of soil in all leads dewatering and or removal of slush and other incidentals , including stacking the excavated soil clear from the edge of excavation and than returning the stacked soil in all thickness of layers when required into plinths side of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying, mechanically mixed and vibrated cement concrete 1:4:8 (one cement:four sand eight graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing as required at site complete excluding the cost of form work but including all leads and lifts of materials in foundation and plinth including carriage of material as required in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying, mechanically mixed and vibrated cement concrete 1:5:10 (one cement:Five sand Ten graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing as required at site complete excluding the cost of form work but including all leads and lifts of materials in foundation and plinth including carriage of material as required in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Making plinth protection 50 mm thick of cement concrete 1:3:6 (one cement : three coarse sand (zone - III) :six graded stone aggregate 20 mm nominal size) over 75mm(seventy five milimetre) thick bed of dry brick ballast 40 mm (forty mimi metre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying M-25 grade of concrete with minimum cement contents of 400kg (four hundred kilogrames per cum )mechanically mixed and vibrated graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Foundation ,footing basis of columns etc and mass concrete as required in all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Walls any thickness (but not exceeding 0.10 m thickness (point ten meters thickness including attached pilasters, buttersses, plinth and string courses etc. From top of foundation up to all floor level complete in all respect including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to all floor level, as per direction of the Engineer-in-charge including carriage of material with in all leads , lifts in all floor levels and other incidentals.

Arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to all floor level including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing from work with steel plates 3.15 mm (three decimal fifteen millimeter ) thick welded with angle iron in frame 30X30X5 mm (thirty into thirty into five millimeters )so as to give a fair finish including centering , shuttering ,strutting and propping etc. with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling & removal of same for in-situ reinforced concrete and plain concrete workincluding carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. in :

Foundation ,footing basis of columns etc. And mass concrete as required in all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Flat surfaces, such as soffits of the suspended floors roofs , landing and the like floors etc. up to any thickness , all as required in all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Beams cantilever girders and lintels side and soffits of beams, beams haunchings, cantilevers, bressumers and lintels any depth in all heights from floor as required in all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Columns, pillars ,posts and struts square, rectangular or polygonal in plan as required in all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etcas required in all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Stair case with sloping or stepped soffits excluding landing as per direction of the Engineer-in Charge Inculdings carriage of material with in all leads ,lifts in all floor levels and other incidentals

Form work in edges of slab and breaks in floor and walls under 20 cm wide as required in all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing tor steel reinforcement TMT bar Fe 500 ISI make high yield strength for reinforced cement concrete work including bending ,binding and placing in position and cost of binding wire complete for all floors including carriage of material as required in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level in all shapes and sizes in cement mortar 1:6 (one cement : six sand) including carriage of material as required in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level in cement mortar 1:4 (one cement: four sand)including carriage of material as required in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Random rubble masonry with hard stone of approved quailty in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement : six coarse sand : twelve graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) as required in all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. in :-

Providing second class deodar wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing 40x5 mm (Forty X five mili metres) flat iron hold fast 40 cm (forty centimetre)long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (one cement : three coarse sand : six graded stone aggregate 20mm nominal size).

Providing Boulder Filling under floor etc. including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing 110 mm dia (one hundred ten mili metre) on wall face unplasticised Rigid PVC rain water pipes 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 including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion including carriage as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.

110mm bend (one hundred ten mili metres)

110mm shoe (one hundred ten mili metres)

Providing and fixing 110mm diameter (One hundred ten milimetres)unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm (fifty X fifty X fifty mili metres) hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (one cement : four coarse sand) and making good the wall etc. complete.including carriage of material with in all leads and lifts and other incidentals .

SANTOSH KUMAR

KHUB RAM

Balwant SIngh Thakur